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HomeMy WebLinkAbout4643 Wadsworth BoulevardINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:,90/ 00Z -i S� ADDRESS: ( JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers f 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit f 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector In'tial$ Comments 301 Rough Framing__ f 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial rt Y10P M-rp AY 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:,'ADDRESS: I JOB CODE: &,( Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial' i J 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 ..For ROW and drainage inspections please call 303-235-2861 **'*For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. DIVISION: 03 00 00—CONCRETE SECTION: 03 16 00—CONCRETE ANCHORS DIVISION: 04 00 00—MASONRY SECTION: 04 05 19.16—MASONRY ANCHORS DIVISION: OS 00 00—METALS SECTION: 05 05 23—METAL FASTENINGS DIVISION: 09 00 00—FINISHES SECTION: 09 22 16.23—FASTENERS REPORT HOLDER: ITW RAMSET 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 EVALUATION SUBJECT: RAMSET AND DUO -FAST POWER -ACTUATED FASTENERS AND CEILING CLIP ASSEMBLIES ICC iCC� C ICC �' gi�� PMO LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" f\\ 1, ■an INi MANONA! A Subsidiary of CODECOONCIV /CGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not3C°ce.`vts specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Go recommendation or its use. There is no warrant b K'C Evaluation Service LLC ex ress r ' f y y p o implied, as �so�itc: n°`" otos to any finding or other matter in this report, or as to any product covered by the report. u,onn Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. ICC -ES Evaluation Report ESR -1799 Reissued June 2017 This report is subject to renewal June 2019. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners REPORT HOLDER: ITW RAMSET 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 (800)726-7386 www.ramset.com techsupport(aiitwccna.com ADDITIONAL LISTEE: ITW BRANDS—DUO-FAST 955 NATIONAL PARKWAY, SUITE 95500 SCHAUMBURG, ILLINOIS 60173 (847)944-7728 brandscs c(D.itwbrands.com EVALUATION SUBJECT: RAMSET AND DUO -FAST POWER -ACTUATED FASTENERS AND CEILING CLIP ASSEMBLIES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code (IRC) Property evaluated: Structural 2.0 USES Ramset and Duo -Fast 1500, TE Series fasteners and SP Series Power Point fasteners are power -actuated fasteners (PAFs) used for fastening of building components to normalweight concrete, sand -lightweight concrete, sand - lightweight concrete filled steel deck panels, concrete masonry and structural steel substrates. The fasteners are used as alternatives to the cast -in-place concrete anchors described in 2015 IBC Section 1901.3 (2012 IBC Section 1908; 2009 and 2006 IBC Section 1911) for placement in concrete; the embedded anchors described in Section 8.1.3 of TMS 402-13 referenced in Section 2107 of the 2015 IBC (Section 2.1.4 of TMS 402-11, -08 and -05, referenced in Section 2107 of the 2012, 2009 and 2006 IBC, respectively), and to the welds and bolts used to attach to steel, described in IBC Sections 2204.1 and 2204.2. For structures regulated under the IRC, the fasteners may also be used where an engineered design is submitted in accordance with IRC Section R301.1.3. Ramset SDC, SPC and TEC ceiling clip assemblies are used to attach wire for suspended ceilings to the supporting structure above. The ceiling clip assemblies are used as alternatives to cast -in-place concrete anchors described in 2015 IBC Section 1901.3 (2012 IBC Section 1908; 2009 and 2006 IBC Section 1911); and may also be used in structures regulated under the IRC where an engineered design is submitted in accordance with IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 General: See Table 1A in this report for shank descriptions fastener dimensions, coating information and applicable base materials. The fasteners are available in various lengths to achieve embedment depths as noted in Tables 2 through 9. 3.2 Ramset and Duo -Fast 1500 Series Fasteners: The 1500 series fasteners are manufactured from steel complying with ASTM A510, Grade 1060 or 1062, and austempered to a Rockwell "C" core hardness of 52 to 56 for smooth -shank fasteners and 54 to 56 for knurled -shank fasteners. The 1500 series fasteners have a nominal shank diameter of 0.145 inch (3.7 mm) and a nominal head diameter of 0.3 inch (7.6 mm). All of the 1500 series fasteners have a zinc -plated finish, except for the smooth - shank 1506B fasteners, which has a black oxide finish. 3.3 Ramset and Duo -Fast SP Series Power Point Fasteners: The SP Series Power Point fasteners are straight or stepped shank series fasteners manufactured from steel wire complying with ASTM A510, Grade 1060 or 1062, and austempered to a Rockwell "C" hardness of 55 to 56. The SP Series Power Point fasteners have a head diameter of 0.3 inch (7.62 mm). Fasteners having nominal ICC -L: l:balin lion Reports are not to he construed us representing aesthetics or any other attributes not specifically oddress`vd, nor are they to he construed =��\ as on endorsement ofthe subject of the report or a reconiniendation for as use. 'There is no warranty by ICC Evaluation Sen+ice, LLC, express or implied, as mid to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 9 ESR -1799 I Most Widely Accepted and Trusted Page 2 of 9 shank lengths of inch and less have a smooth, straight, nominally 0.150 -inch diameter shank. Fasteners having a nominal shank length of 1 inch or longer have a smooth, stepped shank with a nominally 0.150 -inch diameter shank at the tapered end and a nominally 0.180 -inch diameter shank at the headed end. The SP Series Power Point fasteners have a zinc -plated finish. 3.4 Ramset True Embedment (TE) Series Fasteners: The TE series fasteners are straight and tapered shank fasteners manufactured from steel wire complying with ASTM A510, Grade 1070, and austempered to a Rockwell "C" hardness of 55 to 58. The TE series fasteners have a head diameter of 0.32 inch (8.1 mm). The smooth shank fasteners have a tapered point and a nominal straight shank diameter of 0.157 inch. The knurled fasteners have a straight shank with a nominal diameter of 0.157 inch. The TE series fasteners have a zinc -plated finish. 3.5 Ramset Ceiling Clip Assemblies: Ramset ceiling clip assemblies are comprised of a power - actuated fastener with a premounted steel clip. See Figure 4. See Table 1 B for descriptions and applicable allowable load tables. 3.5.1 SDC100 and SDC125 Ceiling Clip Assemblies: The fasteners used in the SDC 100 and SDC 125 ceiling clip assemblies are 1500 series, smooth, straight shank fasteners, described in Section 3.2, with shank lengths of 1 inch and 11/4 inches (25.4 and 31.7 mm), respectively. The clip angles have a 120 -degree angle between the legs of the clip and are manufactured from 3/4 -inch -wide steel strips conforming to ASTM A653 FS Type B and having a base -metal thickness of 0.074 inch (1.88 mm). One leg of the clip is 29/32 inch long (23 mm) and the opposite leg is 3/4 inch long (19.1 mm). The fasteners are inserted through a dimple formed in the longer leg of the clip angle. The other leg has a hole with a nominal diameter of 0.335 inch (8.5 mm) through which the ceiling wire is attached. 3.5.2 SPC78 and SPC114 Ceiling Clip Assemblies: The fasteners used in the SPC 78 and SPC 114 ceiling clip assemblies are SP series Power Point smooth, straight shank fasteners, described in Section 3.3, with shank lengths of 7/8 inch and 11/4 inches (22 and 31.7 mm), respectively. The clip angles have a 90 -degree angle between the legs of the clips and are manufactured from 3/4 -inch -wide (19.1 mm), No. 14 gage [0.0747 inch (1.90 mm) base -metal thickness], steel strips conforming to ASTM A653 CS Type B. One leg of the clip is 1 inch long (25.4 mm) and the opposite leg is 3/4 inch long (19.1 mm). The fasteners are inserted through an eyelet which is inserted through the hole in the 1 -inch -long (25.4 mm) leg of the clip. The eyelet is manufactured from 5052-0 grade aluminum having a thickness of 0.032 inch (0.81 mm). The 3/4 -inch -long (19.1 mm) leg has a hole with a nominal diameter of 0.313 inch (8.0 mm) through which the ceiling wire is attached. 3.5.3 TEC100 Ceiling Clip Assemblies: The fastener used in the TEC 100 ceiling clip assemblies is the TE series smooth shank fastener, described in Section 3.4, with a shank length of 1 inch (25.4 mm). The clip angle and eyelet are the same as for the SPC 78 and SPC 114 ceiling clip assemblies described in Section 3.5.2. 3.6 Substrate Materials: 3.6.1 Structural Steel: Structural steel used in supports must comply with the minimum requirements of ASTM A36 (see Table 5), ASTM A572 Grade 50 or ASTM A992 (see Table 6), and must have thicknesses as noted in Table 5 or 6. 3.6.2 Concrete: Normalweight and sand -lightweight concrete must comply with IBC Chapter 19 or IRC Section R402.2, as applicable. The minimum concrete compressive strength at the time of fastener installation must be as noted in applicable allowable load table. 3.6.3 Steel Deck Panels: Steel deck panels must conform to a code -referenced material standard, with the minimum thickness and minimum yield strength and specified tensile strength noted in Tables 4 and 9. See Figure 1 for panel configuration requirements. 3.6.4 Concrete Masonry: Concrete Masonry Units (CMUs) must be minimum 8 -inch -thick, normal weight blocks conforming to ASTM C90. Mortar must be Type S mortar complying with ASTM C270. Grout must be coarse grout complying with ASTM C476. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 General: Selection of fasteners must take into consideration the applicable base material and the length of the fastener. The minimum fastener length must be determined as follows: ■ Unless otherwise noted, for installation into concrete, concrete -filled steel deck panels, concrete masonry and steel base materials, the minimum effective shank length shown in Table 1A must equal or exceed the sum of the thickness of the attached material and the minimum embedment depth (penetration) shown in the applicable tables in this report. ■ For installation through steel base materials, the minimum effective shank length shown in Table 1A must equal or exceed the sum of the following: the thickness of the attached material, the thickness of the base material and the required point penetration shown in the applicable tables in this report. 4.1.2 Allowable Loads: The applicable allowable shear and tension load tables for the Ramset and Duo -Fast fasteners and ceiling clip assemblies driven into different base materials may be determined by referencing Tables 1A and 1B. The most critical applied loads, excluding seismic load effects, resulting from the load combinations in IBC Section 1605.3.1 or 1605.3.2 must not exceed the allowable loads described in this section. For fasteners which are subjected to seismic loads, see Section 4.1.5 for additional information. The allowable shear and tension (pullout) values in the tables of this report are for use in allowable stress design (ASD). The allowable loads apply to the interaction between the fasteners and the specified base materials only, and limit states such as pull -over and lateral bearing, which are governed by the properties of attached materials, are outside the scope of this report. Design of the connection to the attached material must comply with the applicable requirements of the IBC. When designing the connection of wood members to the base material, the bending yield strength of the PAFs can be assumed to be the same as that of a nail with the same shank diameter. The stress increases and load reductions described in IBC Section 1605.3 are not allowed. 4.1.3 Combined Loading: For fasteners subjected to both shear and tension loads, compliance with the following interaction equation must be verified: (plea) + (V/Va) < 1 where: p = Actual applied tension load on fastener, Ibf (N). ESR -1799 1 Most Widely Accepted and Trusted Page 3 of 9 Pa = Allowable tension load for the fastener, Ibf (N). v = Actual applied shear load on fastener, Ibf (N). Va = Allowable shear load for the fastener, Ibf (N). 4.1.4 Steel -to -steel Connections: When the Ramset and Duo -Fast fasteners listed in Tables 5 and 6 are used in connections of two steel elements in accordance with Section E5 of AISI S100-12, connection capacity must be determined in accordance with Sections 4.1.4.1 and 4.1.4.2, as applicable. 4:1.4.1 Connection Strength - Tension: To determine tensile connection strength in accordance with Section E5.2 of AISI S100-12, the fastener tension strength, pull-out strength and pull -over strength must be known. These characteristics must be determined as follows: ■ PAF Tensile Strength: The allowable fastener tension strengths must be calculated in accordance with Section E5.2.1 of AISI S100-12 using a value of 260,000 psi for Fuh• ■ Pull-out Strength: See Table 5 or 6, as applicable, for available pull-out strength. ■ Pull -over Strength: The available pull -over strengths must be calculated in accordance with Section E5.2.3 of AISI S100-12. 4.1.4.2 Connection Strength - Shear: To determine shear connection strength in accordance with Section E5.3 of AISI S100-12, the fastener shear strength, bearing and tilting strength, pull-out strength in shear, net section rupture strength and shear strength limited by edge distance must be known. These characteristics must be determined as follows: ■ PAF Shear Strength: The allowable fastener shear strengths must be calculated in accordance with Section E5.3.1 of AISI S100-12 using a value of 260,000 psi for Fah. ■ Bearing and Tilting Strength: The available bearing and tilting strengths must be calculated in accordance with Section E5.3.2 of AISI S100-12. ■ Pull-out Strength in Shear: The available pull-out strength in shear must be the applicable allowable shear strength from Table 5 or 6, as applicable, or must be calculated in accordance with Section E5.3.3 of AISI S100-12. ■ Net Section Rupture Strength and Shear Strength Limited by Edge Distance: The net section rupture strength must be determined in accordance with Section E5.3.4 of AISI S100-12 and the shear strength limited by edge distance must be determined in accordance with Section E5.3.5 of AISI S100-12. 4.1.5 Seismic Considerations: The fasteners are recognized for use when subjected to seismic loads as follows: 1. The Ramset and Duo -Fast fasteners may be used for attachment of nonstructural components listed in Section 13.1.4 of ASCE 7, which are exempt from the requirements of ASCE 7. 2. Concrete Base Materials: The fasteners installed in concrete base materials may be used to support acoustical tile or lay -in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual fastener does not exceed the lesser of 90 Ibf (400 N) or the published allowable load in Tables 2, 3, 4,8, and 9, as applicable. 3. Steel Base Materials: The fasteners installed in steel may be used for attaching nonstructural components where the service load on any individual fastener does not exceed the lesser of 250 Ibf (1112 N) or the published allowable load shown in Tables 5 and 6, as applicable. 4. Interior, Nonstructural Walls: For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the power -actuated fasteners described in Section 3.0 may be used to attach steel track to concrete or steel in all Seismic Design Categories. In Seismic Design Categories D, E and F, the allowable shear load due to transverse pressure must be no more than 90 pounds (400 N) when attaching to concrete; or 250 pounds (1,112 N) when attaching to steel. Substantiating calculations must be submitted addressing the fastener -to -base - material capacity and the fastener -to -attached - material capacity. Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. The design load on the fastener must not exceed the allowable load shown in Tables 2 through 6, as applicable. 4.2 Installation: 4.2.1 General: The fasteners must be installed in accordance with this report and the ITW Ramset installation instructions. A copy of these instructions must be available on the jobsite at all times during installation. A low-velocity, powder -actuated fastening tool, recommended by ITW Ramset or ITW Brands - Duo -Fast, must be used to install the fasteners. The fastener penetration, spacing and edge distances must be as noted in the tables of this report. For fasteners installed into concrete, the fasteners must not be driven until the concrete has reached the designated compressive strength. 4.2.2 Use with Treated Lumber: The Ramset and Duo - Fast fasteners described in Table 1 may be used in contact with fire -retardant -treated wood in dry, interior locations only, in accordance with 2015 IBC Section 2304.10.5.4 (2012 and 2009 IBC Section 2304.9.5.4) and ITW Ramset's recommendations. Use of fasteners in contact with preservative -treated wood or fire -retardant -treated wood in exterior applications is outside the scope of this report 5.0 CONDITIONS OF USE The ITW Ramset and ITW Brands - Duo -Fast power - actuated fasteners and ceiling clip assemblies described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The, fasteners must be manufactured and identified in accordance with this report. 5.2 Fastener installation complies with this report and ITW Ramset or ITW Brands - Duo -Fast published installation instructions. In the event of a conflict between this report and the published installation instructions, the more restrictive requirements govern. 5.3 Calculations demonstrating that the applied loads are less than the maximum allowable loads described in this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. ESR -1799 1 Most Widely Accepted and Trusted Page 4 of 9 5.4 For steel -to -steel connections that meet the applicability requirements of Section E5 of AISI S100-12, calculations demonstrating that the available connection strength has been determined in accordance with Section E5 of AISI S100-12 and Section 4.1.4 of this report, and equals to or exceeds the applied load, must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.5 Refer to Section 4.1.5 for seismic considerations. 5.6 The minimum concrete thickness must be three times the fastener embedment in concrete, except where noted otherwise in this report. 5.7 The use of fasteners is limited to uncracked concrete or masonry. Cracking occurs when ft > f, due to service loads or deformations. 5.8 Installation must be limited to dry interior environments, which include exterior walls which are protected by an exterior wall envelope. 5.9 Refer to Section 4.2.2 regarding the use of fasteners in contact with preservative -treated or fire -retardant - treated. 5.10 The Ramset and Duo -Fast products addressed in this report are manufactured under a quality -control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Power -actuated Fasteners Driven into Concrete, Steel and Masonry Elements (AC70), dated February 2016. 7.0 IDENTIFICATION The containers of the fasteners are labeled with the company name (ITW Ramset or ITW Brands - Duo -Fast); the fastener product name, length, catalog number, and quantity; the evaluation report number (ESR -1799); and the manufacturing date. In addition, the ITW Ramset 1500 series and SP series fasteners are identified by the letter "R" stamped into the fastener head, the ITW Brands - DUO -FAST 1500 series and SP series fasteners have a semi -circle stamped on the fastener head and the TE Series fasteners have the nominal length marked on the fastener head. See Figure 3. TABLE 1A—FASTENER DESCRIPTIONS AND APPLICATIONS For SI: 1 inch = 25.4 mm. '## denotes numbers used in fastener designation. SHANK HEAD MAXIMUM MINIMUM APPLICABLE FASTENER' SHANK DIAMETER DIAMETER POINT EFFECTIVE FASTENER BASE APPLICABLE TYPE (inch) (inch ) LENGTH SHANK LENGTH COATING MATERIAL LOAD TABLES (inch) (inch) 15066 Black Oxide Concrete 2 Designated shank Concrete 2, 3 Smooth, length – 0.03 inch 15## straight 0.145 0.300 0.280 (2.84 inch for Zinc Conc.-filled deck 4 1524 fastener) Steel 5 c N 1503K Knurled, 0.300 Designated shank Zinc Steel 5,6 straight length SP12 Concrete 2 o SP58 Smooth, 0.150 0.300 0.335 Designated shank Zinc CL d SP34 straight length Steel 5,6 3 d CL N SP100 Smooth, Designated shank Concrete 2, 3 CL SP114 stepped 0 150/0.180 0.300 0.335 length Zinc SP178 Conc.-filled deck 4 Smooth, Concrete 2, 3 Y) d E `y TE## straight and 0.157 0.320 0.40 Shank length + Zinc Conc.-filled deck 4 1/16 inch CMU 7 s N tapered EW w r TE## straight 0.157 0.320 0.30 Shank length Zinc Steel 5, 6 For SI: 1 inch = 25.4 mm. '## denotes numbers used in fastener designation. ESR -1799 1 Most Widely Accepted and Trusted Page 5 of 9 TABLE 16—CEILING CLIP ASSEMBLY DESCRIPTIONS AND APPLICATIONS ASSEMBLY FASTENER CLIP DESCRIPTION CLIP MATERIAL & FINISH APPLICABLE BASE MATERIAL APPLICABLE LOAD TABLES SDC100 1508 0.074 inch thick, 120° clip angle 0.335 inch diameter hole Carbon steel, zinc coating Concrete 8 SDC125 1510 Conc.-filled deck 9 SPC78 SP78 0.074 inch thick, 90° clip angle 0.313 inch diameter hole Carbon steel, zinc coating Concrete 8 SPC114 SP114 Conc.-filled deck 9 TEC100 TE100 0.074 inch thick, 90° clip angle 0.313 inch diameter hole Carbon steel, zinc coating Concrete 8 Conc.-filled deck 9 For SI: 1 inch = 25.4 mm. TABLE 2—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS INSTALLED IN NORMALWEIGHT CONCRETE' PART NOMINAL SHANK MINIMUM MINIMUM MINIMUM ALLOWABLE LOADS (Ibf) NUMBER SHANK DESCRIPTION EMBEDMENT SPACING EDGE (Ibf) SERIES DIAMETER DEPTH (inches) DISTANCE (inch) (inch) (inches) (inches) Concrete Compressive Strength: 2000 psi 4000 psi 6000 psi Load Direction: Tension Shear Tension Shear Tension Shear 0.145 Smooth -straight 3/4 3 2 0 300 50 66 100 104 — — 1500 0.145 Smooth- 1 5.1 3.2 152 166 157 182 — — straight 11/4 226 159 265 179 267 — — 3.5 329 377 1'/2 154 340 209 342 — — SP 0.150 3/4 3/4 5.1 3.2 — — 150 105 81 82 3.0 325 straight 11/a 358 437 Smooth- 1 466 154 200 243 175 189 210 SP 0.150/0.180 stepped 1'/4 5.1 3.5 207 230 298 218 213 305 1'/2 — — 384 391 239 594 Smooth- 3/4 71 116 71 116 109 117 TE 0.157 tapered 1 5.1 2.75 197 216 258 216 214 383 11/4 264 283 377 317 415 349 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness must be three times the fastener embedment into the concrete. TABLE 3—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS INSTALLED IN MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE' PART NOMINAL SHANK MINIMUM MINIMUM MINIMUM EDGE ALLOWABLE LOADS NUMBER SHANK DESCRIPTION EMBEDMENT SPACING DISTANCE (inches) (Ibf) SERIES DIAMETER DEPTH (inches) (inches) (inch) Tension Shear 3/4 167 179 1500 0.145 Smooth -straight 4 3 2 0 300 228 11/a 400 11/2 391 410 1 226 250 SP 0.150/0.180 Smooth -stepped 1'/4 4 3.5 329 377 11/2 406 380 3/4 152 159 TE 0.157 Smooth -tapered 5.1 3.0 325 347 11/a 358 437 11/2 466 478 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness must be three times the fastener embedment into the concrete, unless noted otherwise. ESR -1799 1 Most Widely Accepted and Trusted Page 6 of 9 TABLE 4—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS INSTALLED THROUGH METAL DECK INTO MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE' PART NOMINAL SHANK MINIMUM MINIMUM ALLOWABLE LOADS (Ibf) NUMBER SHANK DESCRIPTION EMBEDMENT SPACING SERIES DIAMETER SHANK DEPTH (inches) (inch) (inches) (inches) Deck Type: 3 -INCH DEEP W1'/2 -INCH DEEP B TYPE STEEL DECK 4,1 3l8 TYPE STEEL DECK"' Fastener Location: Lower Flute Upper Flute Lower Flute Load Direction: Tension Shear Tension Shear Tension Shear 1500 '/4 76 260 1500 0.145 Smooth -straight 0.145 Smooth 4 1 34 265 181 273 397 489 2432 2772 — 11/4 15066) 157 269 233 346 0.145 Knurled 1 1/2 296 636 584 659 680 1 2532 119 336 — SP 0.150 Smooth 1 /2 SP 0.150/0.180 Smooth -stepped 1'/4 4 175 372 597 - - - 0.157 Knurled 1 1/2 323 1'/2 562 179 426 820 1 6034 766 343' 1 496' 3/4 106 265 131 261 154 307 TE 0.157 Smooth -tapered 11/4 5.1 152 164 327 330 156 273 138 265 1'/2 238 448 - For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness must be three times the fastener embedment into the concrete, unless noted otherwise. 2The fastener must be installed through the lower flutes of the metal deck with a minimum edge distance of 11/8 inches from the edge of the steel deck web and 4 inches (5.1 inches for TE fasteners) from the end of the deck. Concrete thickness above the deck must be a minimum of 31/2 inches (21/4 inches for TE fasteners). See Figure 1 of this report. 'The steel deck must be configured as shown in Figure 1, have a minimum base -metal thickness of 0.035 inch, and have a minimum yield strength of 50 ksi and a minimum tensile strength of 65 ksi. 4The fastener must be installed through the upper or lower flutes of the metal deck at the center of the flute and a minimum of 5.1 inches from the end of the deck. Concrete thickness above the deck must be a minimum of 21/4 inches. See Figure 2 of this report. 5The steel deck must be configured as shown in Figure 2, have a minimum base -metal thickness of 0.035 inch, and have a minimum yield strength of 50 ksi and a minimum tensile strength of 65 ksi. TABLE 5—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS INSTALLED IN ASTM A36 STEEL' PART NOMINAL TYPE MINIMUM MINIMUM ALLOWABLE LOADS (Ibf) NUMBER SHANK OF SPACING EDGE SERIES DIAMETER SHANK (inches) DISTANCE (inch) (inches) Steel Thickness (inch): '/16 1/4 3l8 1/2 Load Direction: Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear 1500 (excluding 0.145 Smooth 1 1/2 81 373 181 273 397 489 2432 2772 — — 15066) 1500K 0.145 Knurled 1 1/2 296 636 584 659 680 730 2532 2932 — — SP 0.150 Smooth 1 /2 385 662 445 477 393 574 9484 597 234' 3562 TE 1 0.157 Knurled 1 1/2 323 606 562 673 934 820 1 6034 766 343' 1 496' For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Except where noted otherwise in this table, the allowable load values shown are for fastenings that have the entire pointed end of the fastener driven through the steel plate. 2Fastener penetration into steel must be a minimum of inch. 'Fastener penetration into steel must be a minimum of /8 inch. 4For steel -to -steel connections designed in accordance with Section 4.1.4, the tabulated allowable load may be increased by a factor of 1.25, and the design strength may be taken as the tabulated allowable load multiplied by a factor of 2.0. ESR -1799 1 Most Widely Accepted and Trusted Page 7 of 9 TABLE 6—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN ASTM A572 GRADE 50 OR ASTM A992 STEEL' (Ibf) PART NOMINAL TYPE MINIMUM MINIMUM ALLOWABLE LOADS (Ibf) NUMBER SHANK OF SPACING EDGE SERIES DIAMETER SHANK (inch) DISTANCE Face Shell' Mortar Joint' (inch) Mortar Joint4 Top of (inch) 120 — — Steel Thickness (inch): 3/16 1/4 3/8 1/2 2:5/4 Load Direction: Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear 1500K 1 33 100 42 68 139 145 91 127 165 171 (excluding 0.145 Knurled 1 1/2 260 499 579 725 3832 595' — — — — 1506B) SP 0.150 Smooth 1 1/2 356 569 554 637 604° 602 814' 820' 243' 381' TE 0.157 Knurled 1 1/2 442 1 676 630 662 7604 1 725 1 5824 532 3112 4672 For 51: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Except where noted otherwise in this table, the allowable load values shown are for fastenings that have the entire pointed end of the fasteners driven through the steel plate. 2Fastener penetration into the steel must be a minimum of inch. 'Fastener penetration into the steel must be a minimum Of inch. 4Fastener penetration into the steel must be a minimum of inch. 'For steel -to -steel connections designed in accordance with Section 4.1.4, the tabulated allowable load may be increased by a factor of 1.25, and the design strength may be taken as the tabulated allowable load multiplied by a factor of 2.0. TABLE 7—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY UNITS"' PART SHANK MINIMUM MINIMUM SPACING (inches) NUMBER DIAMETER EMBEDMENT ALLOWABLE LOADS (Ibf) SERIES (inch) (inch) Load Direction: Masonry Type: HOLLOW UNGROUTED CMU GROUT -FILLED CMU Fastener Location: Face Shell' Mortar Joint' Face Shell' Mortar Joint4 Top of 115 120 — — SDC125 0.145 1'/8 4 Grouted Cell"' Load Direction: Tension Shear' Tension Shears Tension Shear' Tension Shear' Tension Shear' TE 0.157 1 1 1 33 100 42 68 139 145 91 127 165 171 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N. 'See Section 3.6.4 for CMU, mortar and grout requirements. 2Fasteners must be installed a minimum of 5.1 inches from the end of the wall. 'Fasteners must be installed at the center of the CMU cell. No more than one fastener may be installed in an individual CMU cell. 4Applicable to fasteners installed in the horizontal mortar joint (bed joint). Minimum fastener spacing must be 5.1 inches. 5Allowable shear load value applies to load applied perpendicular to the mortar joint. 'Fastener must be installed vertically at the top, center of grouted cell. 'Shear load can be in any direction perpendicular to the axis of the fastener. TABLE 8—ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN NORMALWEIGHT CONCRETE' PART NUMBER NOMINAL SHANK DIAMETER (inch) MINIMUM EMBEDMENT DEPTH (inches) MINIMUM SPACING (inches) MINIMUM EDGE DISTANCE (inches) ALLOWABLE LOADS (Ibf) Concrete Compressive Strength: 4000 psi 6000 psi Load Direction: Tension Shear Tension Shear SDC100 0.145 '/g 4 3.2 115 120 — — SDC125 0.145 1'/8 4 3.2 130 167 — — SPC78 0.150 '/4 5.1 3.2 155 188 150 153 SPC114 0.150/0.180 11/8 5 3.5 127 226 1 169 300 TEC100 0.157 '/8 5.1 1 3.5 207 — — — For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness must be three times the fastener embedment into the concrete. ESR -1799 1 Most Widely Accepted and Trusted Page 8 of 9 TABLE 9—ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES INSTALLED IN MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANEL""' PART NOMINAL MINIMUM MINIMUM ALLOWABLE LOADS (Ibf) NUMBER SHANK EMBEDMENT SPACING DIAMETER DEPTH (inches) (inch) (inches) Fastener Installation Location and Loading Condition: Lower Flute Lower Flute Upper Flute Upper Flute Tension Shear Tension Shear SDC100 0.145 7 /8 4 67 237 104 310 SDC125 0.145 1'/e 4 94 276 106 319 SPC78 0.150 7 /8 4 59 202 84 324 SPC114 0.150/0.180 1'/e 4 157 272 180 334 TEC100 0.157 '/8 5.1 88 — — — I- -or 51: 1 inch = Z5.4 mm, 1 Ibt = 4.45 N, 1 psi = 6.89 kPa. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness above the deck must be a minimum of 3'/2 inches (21/4 inches for TEC fasteners). 2For fasteners installed through steel deck, the fastener must be installed through and into the upper or lower flute of the deck with a minimum edge distance of 11/8 inches from the edge of the steel deck and 4 inches (5.1 inches for TE fasteners) from the end of the deck panel. 'The steel deck panel must be configured as shown in Figure 1 and have a minimum base -metal thickness of 0.035 inch and minimum yield strength of 50 ksi and a minimum tensile strength of 65 ksi. 4- co 3000 psi LIGI ITVVEIGHT CONCRETE 1 r j 4-1/2" 7-112" STEEL DECK t 1 1 4-1/2' FASTENER DIRECTION OF SHEAR LOAD a For SI: 1 inch = 25.4 mm. See Tables 4 and 9. t = 3'/2' for 1500 and SP Series Fasteners (See Table 4) t = 3'/2" for SDC 100, SDC125, SPC78, and SPC114 (See Table 9) t = 21/4" for TE Series Fasteners (See Tables 4 and 9) FIGURE 1—FASTENER INSTALLATION LOCATION IN SAND -LIGHTWEIGHT CONCRETE FILLED 3 INCH DEEP STEEL DECK ESR -1799 1 Most Widely Accepted and Trusted Page 9 of 9 3000psi LIGHTWEIGHT CONCRETE :TEFL DECK 3 1/2 2-1/2" 6 J 7/£ —;'� �— ...1, FASTENER 1-3/4„ FIGURE 2—FASTENER INSTALLATION LOCATION IN SAND -LIGHTWEIGHT CONCRETE FILLED 1'/Z INCH DEEP STEEL DECK 11 TE FASTENERS Q ITW RAMSET ITW BRANDS — DUO -FAST FIGURE 3—FASTENER MARKING 3� irs , r fv* }r> SDC SPC FIGURE 4—RAMSET CEILING CLIP ASSEMBLIES ICC -ES Evaluation Report ESR -1799 CBC and CRC Supplement Reissued June 2017 This report is subject to renewal June 2019. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors DIVISION: 04 00 00—MASONRY Section: 04 05 19.16—Masonry Anchors DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings DIVISION: 09 00 00—FINISHES Section: 09 22 16.23—Fasteners REPORT HOLDER: ITW RAMSET 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 www.ramset.com techsupport(a)ramset.com EVALUATION SUBJECT: RAMSET AND DUO -FAST POWER -ACTUATED FASTENERS AND CEILING CLIP ASSEMBLIES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Ramset and Duo -Fast Power -Actuated Fasteners and Ceiling Clip Assemblies, recognized in ICC -ES master evaluation report ESR -1799, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Code (CBC) ■ 2016 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Ramset and Duo -Fast Power -Actuated Fasteners and Ceiling Clip Assemblies, described in Sections 2.0 through 7.0 of the master evaluation report ESR -1799, comply with CBC Chapters 19, 19A, 21, 21A, 22, and 22A, provided the design and installation are in accordance with the 2015 International Building Code provisions noted in the master report and the additional requirements of CBC Chapters 16, 16A, 17, 17A, 19, 19A, 21, 21A, 22 and 22A, as applicable. 2.2 CRC: The Ramset and Duo -Fast Power -Actuated Fasteners and Ceiling Clip Assemblies, described in Sections 2.0 through 7.0 of the master evaluation report ESR -1799 comply with the CRC, provided the design and installation are in accordance with the 2015 International Residential Code provisions noted in the master report. This supplement expires concurrently with the master report, reissued June 2017. A'C-L:1' Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor ore they to he con trued =�" as an endorsement of the subject ofrhe report or u recommendation for its use. There is no warranty by ICC Evaluation Service LLC, express or implied, as 1 to any finding or other mailer in this report, or as to any product covered by the report a�aai$"weiii .. Copyright© 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 LH. GREENHECK INSTALLATION INSTRUCTION B OOKLET FOR CURTAIN FIRE DAMPERS Instructions included in this booklet: IOM # Description 452763 FD, DFD, SSFD & KFD Models Page(s) 453946 FD & DFD 150X Models 2-9 10-17 462721 DFDR-XXX, SSDFDR-XXX, FDR -XXX, and SSFDR-XXX Models 18-22 461337 OFSD-XXX, ODFD-XXX, OFD -XXX and OSSFD-XXX Series 23-34 474015 Single Side Retaining Angle 35-37 KIT # 826251 CURTAIN FIRE DAMPERS DFD/FD/OFD/ODFD/DFDR/FDR Return to Table of Contents Document Number 452763 OGREENHECK FD, DFD, SSFD, SSDFD, & KFD Models Building Value in Air. 11/2 and 3 Hour Curtain Fire Dampers Vertical and Horizontal Mount Installation, Operation and Maintenance Instructions SAFETY WARNING: Improper installation, adjustment, alteration service or maintenance can cause property damage, injury or death. Read the installation, operating, and maintenance instructions thoroughly before installing or servicing this equipment. WARRANTY Greenheck warrants this equipment to be free from defects in material and workmanship for a period of one year from the shipment date. Any units or parts which prove to be defective during the warranty period will be repaired or replaced at our option. Greenheck shall not be liable for damages resulting from misapplication or misuse of its products. Greenheck will not be responsible for any installation or removal costs. Greenheck will not be responsible for any service work or backcharges without prior written authorization. RECEIVING AND HANDLING Upon receiving dampers, check for both obvious and hidden damage. If damage is found, record all necessary information on the bill of lading and file a claim with the final carrier. Check to be sure that all parts of the shipment, including accessories, are accounted for. Dampers must be kept dry and clean. Indoor storage and protection from dirt, dust and the weather is highly recommended. Do not store at temperatures in excess of 100°F (38°C). C& us FD, DFD, SSFD, & KFD models are intended for installation in accordance with fire damper requirements established by: National Fire Protection Association NFPA Standard 80, 90A, & 101 IBC International Building Code CSFM California State Fire Marshal Fire Damper Listing (#3225-0981:102) New York City (BSA/MEA listing #260-91-M) =product)" ee complete marking on product)' Canadian safety standards (see complete t)'55 (Listing #R13317) Installation Supplements Refer to the appropriate Greenheck installation supplements for special requirements: • Close Indicator Switch • Concrete Floor with Steel Deck • Drive Slip Breakaway Connection • Fire Resistant Ventilated Duct Assembly • Firestop Material • Greenheck Test Switch • Grille Installation • Metal Stud in Shaftwall • Quick Connect Breakaway Connections • Sealant Supplement • Single Side Retaining Angle • Single 3 -Sided Retaining Angle -Vertical Mount • Sleeve Extension • Support Mullions Note: Refer to Greenheck IOM, Part #461335, for CFSD models to be installed in corridor ceiling applications. These instructions apply to 11/2 and 3 hour rated fire dampers mounted (blades must be horizontal) in masonry, block or stud walls and concrete floors. Specific requirements in these instructions are mandatory. These instructions meet the requirements of UL 555. Installation shall comply with the requirements of NFPA 90A Standard for the Installation of Air onditioning and Ventilating Systems. UL listing R13317, CalifCornia State Fire Marshal listings 3225-0981:102, New York City BSA/MEA listing 260-91-M apply to these dampers. Note: Fire dampers are manufactured and labelled for either vertical or horizontal installation. The dampers must be installed in accordance with the labelling. Due to continuing research, Greenheck reserves the right to change specifications without notice. This manual is the property of the owner, and is required for future maintenance. Please leave it with the owner when the job is complete. 2 Table of Contents Pre -Installation Guidelines ................................................. 3 ............................................................ Installation............................................................................................................. ................................................................3-9 • Clearances Required Between Fire Damper Sleeves and Wall/Floor Openings ............................................................3 • Sleeve Length and Wall • Thickness............. ................................................................................................... ..................4-5 Duct to Sleeve Connections. ..................................................................................................... ................... •Securing the Damper/Sleeve Assembly to Wall and Floor Openings............................................................................6 • Installing Multiple Damper Section Assemblies.......................................................... 7 ....................... • Recommended Preparation of Openings in Wood and Metal Stud Walls ............................................. g .............. • Breakaway Connections.......................................................................................7-8 ...................................................... Pre -Installation Guidelines The basic intent of a proper installation is to secure the fire damper in, not to, the opening in such a manner as installations can cause excessive leakage and/or torque to prevent distortion and disruption of damper operation. requirements to exceed damper/actuator design. This is accomplished by allowing the fire damper in rated 6) Damper must kept clean and protected from dirt, separation openings to expand and for the connecting dust and other f f foreign materials prior to and after duct to separate in the event of the collapse of the hanging installation. Examples of such foreign materials include system. The following items will aid in completing the but are not limited to: damper installation in a timely and effective manner. a) Mortar dust 1) Check the schedules for proper damper locations within the building. Visually inspect the damper for damage and verify that the fusible link is in place or has not activated. Never install a fire damper without the proper UL approved fusible link in place. If damper is furnished with fusible link, visually inspect the link to verify its not missing or broken. Replace link as necessary. 2) Lift or handle damper using sleeve or frame. Do not lift damper using blades. 3) Damper has label on outside of sleeve indicating a `No Screw' area. Do not install screws into this area as screws may interfere with unexposed blade linkage and prevent damper blades from opening and/or closing. 4) Damper has label indicating position of damper and sleeve assembly in the wall. Install accordingly to comply with manufacturer's appropriate UL Classification file number. 5) Damper must be installed into duct or opening square and free of twist or other misalignment. Damper must not be squeezed or stretched into duct or opening. Out of square, racked, twisted or misaligned 1. CLEARANCES REQUIRED BETWEEN FIRE DAMPER SLEEVES AND WALL/FLOOR OPENINGS Fire damper and sleeve assemblies expand during periods of intense heat. Therefore it is essential that openings in walls or floors be larger than the fire damper and sleeve assembly to allow for this expansion. Minimum clearances required between the outside of fire damper sleeve assemblies and wall/floor openings are: • Galvanized steel fire dampers and sleeves: 1/8 in. (3mm) per foot of damper width and 1/8 in. (3mm) per foot height with a minimum clearance of 1/4 in. (6mm) Recommended clearances, for width and/or height dimensions of: 1) 48 in. (1219mm) or less: 1/2 in. (13mm) clearance 2) More than 48 in. (1219mm) and 96 in. (2438mm) or less: 1 in. (25mm) clearance b) Drywall dust c) Firesafing materials d) Wall texture e) Paint overspray 7) Damper should be sufficiently covered as to prevent overspray if wall texturing or spray painting will be performed within 5 feet of the damper. Excessive dirt or foreign material deposits on damper can cause excessive leakage and/or torque requirements to exceed damper/actuator design. 8) Caulking is not necessary, nor is it allowed, between the damper sleeve and the wall or floor opening (annular space). However, caulking may be applied to the retaining angles. 9) ACCESS: Suitable access (such that fusible links can be maintained, etc.) must be provided for damper inspection and servicing. Where it is not possible to achieve sufficient size access, it will be necessary to install a removable section of duct. (Refer to NFPA 90A). 10) The Code Authority Having Jurisdiction (AHJ) must evaluate and provide approval of final installation where variations to these instructions are necessary. 3) More than 96 in. (2438mm): 11/2 in. (38mm) clearance • Stainless steel fire dampers and stainless steel or galvanized sleeves: 3/16 in. (4.8mm) per foot of damper width and height with a minimum clearance of 1/4 in. (6mm), maximum of 2 in. (51 mm). Recommended clearances, for width and/or height dimensions of: 1) 48 in. (1219mm) or less:3/4in. (19mm) clearance 2) More than 48 in. (1219mm) and 96 in. (2438mm) or less: 1 1/2in. (38mm) clearance 3) More than 96 in. (2438mm): 2 in. (51 mm) clearance These are total clearances (ignoring fastener heads) and do not need to be equally spaced around the damper. Refer to Section 4 and Figure 6 for additional installation considerations. Example: A 12 in. x 12 in. (305mm x 305mm) damper would re- quire a minimum clearance of 1/4 in. (6mm) on width and 1/4 in. (6mm) on height A 48 in. x 12 in. (1219mm x 305mm) damper would require a minimum clearance of 1/2 in. (13mm) on width and 1/4 in. (6mm) on height. 2. GAUGES AND LENGTHS OF FIRE DAMPER SLEEVES All fire dampers must be installed in a steel sleeve of the required gauge and length. See Table 1 for required minimum sleeve gauges. Maximum sleeve thickness is 10 gauge (3.5mm). Sleeve inside dimensions must equal damper outside dimensions. Sleeves shall extend a maximum of 6 in. (152mm) beyond the wall or floor opening on each side (see Figure 1). When an access door is incorporated as a part of sleeve, the sleeve may extend a maximum of 16 in. (406mm) beyond the wall or floor opening on the access door side. Table 1: Minimum sleeve thickness for fire dampers. 4 Vertical mount without factory mounted sleeve 1/4 in. minimum \ total clearance (See Section 1) ` Wall or floor See See Section 2 Section 2 Damper Duct Sleeve Retaining Angles (See Sections 2 & 3) (See Section 4) Type A Wall or floor On types F furnished c qualfie' a: o aor Type B Well or floor Type C, CO, CR S R When dampers installed vertically, the blade stack must be on the top.. Figure 1 Type of Duct to Sleeve Sleeve Gauge Duct Dimension Connection Permitted 14 ga. (0.075 in.) - 10 ga. (0.138 All duct sizes Rigid or Breakaway in.) [2mm - 3.5mm] 16 ga. (0.060 in.) 36 in. (914mm) max. width Rigid or 9 [1.5mm] 24 in. (610mm) max. width Breakaway 24 in. (610mm) diameter 16 ga. (0.060 in.) All duct sizes [1.5mm] 18 ga. (0.048 in.) 85 in. (2159mm) wide and [1.2mm] over 20 ga. (0.036 in.) 55 in. - 84 in. wide [0.9mm] (1397mm - 2134mm) Breakaway only 22 ga. (.030 in.) 31 in. - 54 in. wide [0.76mm] (787mm - 1372mm) 24 ga. (0.024) 13 in. - 30 in. wide [0.6mm] (330mm - 762mm) 26 ga. (0.018 in.) 12 in. wide and under [0.46mm] (305mm) Sleeve thickness must not be less than the gauge of the connecting duct. UL Standard 555 requires all ducts to terminate at fire damper sleeves. Table 1: Minimum sleeve thickness for fire dampers. 4 Vertical mount without factory mounted sleeve 1/4 in. minimum \ total clearance (See Section 1) ` Wall or floor See See Section 2 Section 2 Damper Duct Sleeve Retaining Angles (See Sections 2 & 3) (See Section 4) Type A Wall or floor On types F furnished c qualfie' a: o aor Type B Well or floor Type C, CO, CR S R When dampers installed vertically, the blade stack must be on the top.. Figure 1 See See Horizontal mount without factory mounted sleeve Retaining Angles (See Section 4) Se tion 2 -K" side Wall or Floor 1 Sleeve i (see sectio s 2 & 3) Type A See Section 2 See Section 2 Damper ti Type B On types R & CR factory furnished duct collar quali- fies as breakaway can ection, see Section 5 Type C, CO, CR, & R Retaining angles / (See Section 4) Wall or h Floor �— Sleeve (See Sections 2 & 3) — Duct Duct Wal or floor (reeve When dampers installed horizontally, the ramp must be positioned up as shown in above drawings. Figure 1 Vertical mount with factory mounted sleeve 1/4 in. mhr.n total cle Wall or Floor Maximum Max l�-S in 6lin,j I I I I Duct Damper Retaining Angles , (See Section 3) Type A Type B Wall or floor Type 82 On types R, CO & CR factory furnished duct collar qualifies as breakaway connection. Wall or Floor 1 EM soo s. Sae s Horizontal mount with factory mounted sleeve Type A Type B Damper �c Wall or floor Type 82 \ Sleeve Type C, CO, CR, &R When dampers installed horizontally, the ramp must be positioned up as shown in above drawings. Onry turnis d du dda as bre kaw sec o 5 Duct Damper Type C, CO, CR, & R When dampers installed vertically, the blade stack must be on the top. 5 soo s. Sae s Horizontal mount with factory mounted sleeve Type A Type B Damper �c Wall or floor Type 82 \ Sleeve Type C, CO, CR, &R When dampers installed horizontally, the ramp must be positioned up as shown in above drawings. 3. ATTACHING FIRE DAMPERS TO SLEEVES Fire dampers must be attached to sleeves as shown in Figure 3. All four sides of the damper frame must be attached to the sleeve with one row of attachments on each side of the blade channel. Attachments must be spaced a maximum of 6 in. (152mm) on centers and a maximum of 2 in. (51 mm) from corners. A minimum of 4 attachments (2 on each side of the blade channel) per side (16 per damper) are required. One of the methods of attachment shown below must be used. • tack or spot welds • #10 sheet metal screws GRIUE • 1/4 in. (6mm) bolts and nuts • 3r16 in. (4.7mm) steel pop rivets 4. SECURING FIRE DAMPER AND SLEEVES TO WALL AND FLOOR OPENINGS. The fire damper must be installed such that the centerline of the blades are mounted in the plane of the wall or floor. Fire damper and sleeve assemblies must be installed in wall and floor openings using retaining angles on each side of the wall or floor as described below: • Retaining angles for 11/2 hour rated dampers with a width and height 48 in. (1219mm) or less must be a minimum of 20 ga. (1 mm). Retaining angles for all 3 hour rated dampers and all dampers with a width or height greater than 48 in. (1219mm) must be a minimum of 16 gauge (1.5mm). The leg of the retaining angle on the damper sleeve shall be a minimum of 11/4 in. (32mm). The leg of the retaining angle on the wall/floor shall be long enough to cover the annular space and overlap the wall/floor by a minimum of 1 in. (25mm). (See Figure 4). Retaining angle legs may be reversed with leg of retaining angle with annular space of opening so angle and sleeve is flush against barrier. • Retaining angles must be attached to the sleeve using the procedures and methods described in Section 3. The angles must be attached to all 4 sides of the sleeve with butt joints at each corner. A minimum of two attachments are required on each side, top and bottom. The angles need not be attached to each other at the corners. • Retaining angles should not be fastened to the wall/ floor material. The angles should only sandwich the wall/floor and allow for damper/sleeve expansion during periods of intense heat. For single retaining angle applications, see Single Side Retaining Angle Supplement (#474015). No Connecting Duct or Transfer Opening Openings where duct does not attach on either side will not require a breakaway connection. Transfer openings are typical of a non -ducted installation (see Figure 2). • Sleeve may end flush with the rated wall/floor on both sides • Refer to Section 4 for securing retaining angles to sleeves. 5. CONNECTING DUCTS TO FIRE DAMPER SLEEVE Any duct connection other than breakaway is considered rigid. The connections shown on this page are considered breakaway. Factory furnished duct collars on type R and CR fire dampers are also considered breakaway (see Figure 1). FLANGE - GRILLE Figure 2 Transfer opening or no connecting duct not place attachments between blade channels NOTE: Attachments must not enter blade channel or they may cause interference with blade closure. Narrow Line and Ultra Thin Blade Q dampers do not have flange for attachments Channel and must be welded to sleeve. in. Max O 6 in. Max. r Attachments can ;0; staggered or evenly spaced. ;o; :o; ;o; • o ;0 0 o Figure 3: Field attachment of fire dampers to sleeves. Figure 4: Retaining angle installation. 6 Wall or Floor Retaining No. t in. overlay* Angle Retaining angle slag. e —Duct Zln, M BIn Max. Damper s � s In. Ma . 1 Zln. Max. Figure 4: Retaining angle installation. 6 6. MULTIPLE SECTION FIRE DAMPERS When multiple sections are shipped unassembled, installer shall fasten dampers together as described in Section 3. Table 2 shows maximum sizes for multiple section dampers. Dampers that are two or more sections tall must be factory assembled. Damper Model Mounting Maximum Single Maximum Multi -Section Section Damper Sizes Damper Sizes FD -100 , FD -300, FD -310, SSFD-350 Vertical 48 X 48 (1219mm x 1219mm) FD -150 Vertical or Horizontal 48 X 48 (1219mm x 1219mm) 96 x 48 (2438mm x 1219mm) or 120 x 40 (3048mm x 1016mm) FD -110 Vertical or Horizontal 48 x 48 (1219mm x 1219mm) 96 x 48 (2438mm x 1219mm) SSFD-150 Vertical 48 X 48 (1219mm x 121911 96 X 48 (2438mm x 1219mm) or 120 X 40 (3048mm x 1016mm) Horizontal 36 x 36 (914mm x 914mm) FD -350 Vertical 48 x 48 (1219mm x 1219mm) Horizontal 40 x 40 (1016mm x 1016mm) 80 x 40 (2032mm x 1016mm) KFD-150 Vertical or Horizontal 36 x 16 (914mm x 406mm) 96 x 48 (2438mm x 1219mm) or 120 x 40 (3048mm x 1016mm) KFD-110 Vertical or Horizontal 36 x 16 (914mm x 406mm) 96 x 48 (2438mm x 1219mm) SSKFD-150 Vertical 36 x 16 (914mm x 406mm) 96 X 48 (2438mm x 1219mm) or 120 X 40 (3048mm x 1016mm) KFD-350 Vertical 36 x 16 (914mm x 406mm) Horizontal 36 x 16 (914mm x 406mm) 80 x 40 (2032mm x 1016mm) SSKFD-350 Vertical 36 x 16 (914mm x 406mm) DFD -150, DFD -110 Vertical 72 x 48 (1828mm x 1219mm) or 36 x 36 (914mm x 914mm) 60 x 60 (1524mm x 1524mm) or 120 x 30 (3048mm x 762mm) Horizontal 24 x 18 (610mm x 457mm) 48 x 36 (1217mm x 914mm) 30 x 30 (762mm x 762mm) DFD -350 Vertical 36 x 36 (914mm x 914mm) Horizontal 24 x 18 (610mm) m x 457m 48 x 36 (1217mm x 914mm) 30 x 30 (762mm x 762mm) DFD -310 Vertical 36 x 36 (914mm x 914mm) Horizontal 30 x 30 (762mm x 762mm) SSDFD-110, SSDFD-150. SSDFD-350 Vertical 30 x 30 (762mm x 762mm) Note: All dimensions shown are in inches (W x H). ' Sizes listed is the damper size not transition size. Table 2: Maximum section sizes and overall sizes for multiple section dampers (W x H). DUCT -SLEEVE CONNECTIONS Traditional Breakaway Style Transverse Joints Transverse joints illustrated in Figure 5 have always been approved as breakaway connections. SMACNA testing has also approved the following variations as breakaway connections. • The breakaway connections shown to the right can be applied with maximum of (2) #10 sheet metal screws on each side and on the bottom located in the center of the slip pocket and penetrating both sides of the slip pocket. • Transverse joints illustrated can be applied as top and bottom joints with Drive Slip - side joints in duct heights up to 20 inches Drive Sli joint (508mm). Plain"S"Slip Hemmed 'S"Slip Double"S"Slip Standing -S-(Alt.) Standing "S" Standing "S" (Bar Reinforced) (Angle Reinforced) Figure 5: Traditional breakaway style transverse joints. Inside Slip Joint Standing"S" Standing"S"(Alt.) Standing -S-(Alt.) Standing "S" Standing "S" (Bar Reinforced) (Angle Reinforced) Figure 5: Traditional breakaway style transverse joints. DUCT -SLEEVE CONNECTIONS cont... Round and Oval Duct Breakaway Connections Round ducts connected to factory supplied Type R or CR damper collars may use #10 sheet metal screws as follows: • Ducts 22 in. (559mm) wide (or dia.) and smaller may use 3 screws. • Ducts larger than 22 in. (559mm) wide (or dia.) may use 5 screws. NOTE: All breakaway connections described may have duct sealant applied, PA2084T duct sealant adhesive manufactured by Precision or DP1010 water base duct sealant by Design Polymetrics, Grey Pookie, or Ductmate PROseal , or CL Ward S Seal in accordance with SMACNA recommendations. Manufactured Flanged System Breakaway Connections Flanged connection systems manufactured by Ductmate, Ward, and Nexus are approved as breakaway connections when installed as illustrated in Figure 6. Proprietary Flange System Breakaway Connections (TDC by Lockformer, TDF by Engle) TDC and TDF systems are approved as breakaway con- nections when installed as described in the SMACNA Duct Construction Standards. Standard 6 in. (152mm) metal clip may be used with spacing as shown in Figure 7. Three- eighths in. (9.5mm) metal bolts and nuts may be used to fasten together corner pieces. r77-7� Sleeve Duct Typical TDC/TDF joint 6 in. lung Vic in. max. thickness plastic cleats; 12 in. c -c (min. 1 per s,de) Ranged system angles mRach per am,faomrers mdrectiensl Fire Damper Sleeve Do not bolt corners Figure 6: Detail of manufactured flanged system breakaway connections. Clip Spacing Std. Clip Length 9 i n. <— —'6in. .6 in. r* -16 in. 60 in. Duct 4 Req'd. — 7 in. 7 in. - 48 in. Duct 3 Req'd. — 5 in. < ---1 5 in. �<- 36 in. Duct 3 Req'd. 5 in. �— —>� 8 in. N- 24 in. Duct 2 Req'd. 18 in. Duct & Smaller 1 Req 'd. Duct Figure 7: Detail of proprietary flanged system breakaway connections. Recommended Preparation of Openings in Wood and Metal Stud Walls • Frame wall openings as shown in Figure 8 & 8A. • Gypsum wall board must be fastened 12 in. (305mm) on center to all stud and runner flanges surrounding opening (see Figure 8 & 8A). • Prepare opening between studs and sleeve assembly as shown (see. Figure 9). • All construction and fasteners must meet the requirements of the appropriate wall design. (See UL Fire Resistance Directory) Wooden Stud Construction Gyp— w.6— Stud a Runner Ralein rn - An& linrt25mm) minimum Damper In wood nud construction, s— gypsum wallboard mus over 0 woad nua wdeces t c Figure 9: Detail of retaining angles and gypsum board application for metal and wooden stud construction. 0 Metal Stud Construction Gyp.. Wallboard ar Run - unnerRetaining /Siad 4 ­nn An,iW f m. (25mm) minimum LDamper In m.td stud con mctio Sleeve e.po..deal aurteces need o be . covered with Qypaum wdlboad. Wooden Stud Construction Gyp— w.6— Stud a Runner Ralein rn - An& linrt25mm) minimum Damper In wood nud construction, s— gypsum wallboard mus over 0 woad nua wdeces t c Figure 9: Detail of retaining angles and gypsum board application for metal and wooden stud construction. 0 Table of Contents Pre -Installation Guidelines.........................................................................................................................................11 Installation............................................................................................................................................................12-14 BreakawayConnections............................................................................................................................................15 Installation for Steel Stud Connection Option..........................................................................................................16 DamperMaintenance.................................................................................................................................................17 DamperTroubleshooting............................................................................................................................................17 Pre -Installation Guidelines The basic intent of a proper installation is to secure the fire damper in, not to, the opening in such a manner as to prevent distortion and disruption of damper operation. This is accomplished by allowing the fire damper in rated separation openings to expand and for the connecting duct to separate in the event of the collapse of the hanging system. The following items will aid in completing the damper installation in a timely and effective manner. 1. Check the schedules for proper damper locations within the building. Visually inspect the damper for damage and verify that the fusible link is in place or has not separated. If fusible link is not present or has separated, replace link. Never install a fire damper without the proper UL approved fusible link in place. (Fusible link is standard control option. An electric link may have been provided.) 2. Lift or handle damper using sleeve or frame. 3. Install damper accordingly to comply with manufacturer's appropriate UL procedure file number. 4. Damper must be installed into duct or opening square and free of twist or other misalignment. Damper must not be squeezed or stretched into duct or opening. 5. Damper must be kept clean and protected from dirt, dust and other foreign materials prior to and after installation. Examples of such foreign materials include, but are not limited to: a. Mortar dust b. Drywall dust c. Firesafing materials d. Wall texture e. Paint overspray 6. Damper should be sufficiently covered as to prevent overspray of spray -on insulating, wall texturing, or spray painting when performed within 5 feet of the damper. Excessive dirt or foreign material deposits can cause damper to bind and not operate properly. 7. Caulking is not necessary, nor is it allowed, between the damper sleeve and the wall or floor opening (annular space). However, caulking may be applied to the retaining angles. 8. ACCESS: Suitable access (such that fusible links can be changed) must be provided for damper inspection and servicing. Where it is not possible to achieve sufficient size access, it will be necessary to install a removable section of duct. (Refer to NFPA 90A). 9. The Code Authority Having Jurisdiction (AHJ) must evaluate and provide approval of final installation where variations to these instructions are necessary. 11 Installation- Failure to follow these instructions will void all warranties. These instructions apply to 1'/2 hour rated fire dampers mounted in masonry, block or stud walls and concrete floors. Specific requirements in these instructions are mandatory. These instructions meet the requirements of UL 555. Installation shall comply with the requirements of NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems. U.L. listing R13317, California State Fire Marshal listings 3225- 981:102, and New York City BSA/MEA listing 260-91-M as they apply to these dampers. Note: Fire dampers are manufactured and labelled for either vertical or horizontal installation. The dampers must be installed in accordance with the labelling. 1. NO ADDITIONAL SLEEVES ARE REQUIRED The fire damper extended frame is an approved sleeve and can be properly installed without the need for a supplemental field installed sleeve. Damper frame shall extend a maximum of 6 in. (152mm) beyond the wall or floor opening on each side. 2. CLEARANCES REQUIRED BETWEEN FIRE DAMPER SLEEVES AND WALL/FLOOR OPENINGS Fire damper assemblies expand during periods of intense heat. Therefore, it is essential that openings in walls or floors be larger than the fire damper assembly to allow for this expansion. Minimum clearances required between the outside of fire damper sleeve assemblies and wall/floor openings are: Galvanized steel fire dampers and sleeves: 1/8 in. (3mm) per linear foot of damper width and height with a minimum clearance of 1/4 in. (6mm) .Recommended clearances, for width and/or height dimensions of: 1) 48 in. (1219mm) or less: 1/2 in. (13mm) clearance 2) More than 48 in. (1219mm) and 96 in. (2438mm) or less: 1 in. (25mm) clearance 3) More than 96 in. (2438mm): 11/2 in. (38mm) clearance These are total clearances (ignoring fastener heads) and do not need to be equally spaced around the damper. Refer to Section 3 and Figure 1 for additional installation considerations. Example: A 12 in. x 12 in. (305mm x 305mm) damper would require a minimum clearance of 1/4 in. (6mm). A 48 in. x 12 in. (1219mm x 305mm) damper would require a minimum clearance of 1/2 in. (13mm) on width and 1/4 in. (6mm) on height. 12 Figure 1: Retaining angle installation. 3. SECURING THE FIRE DAMPER TO WALL AND FLOOR OPENINGS Fire damper assemblies must be installed in wall and floor openings using retaining angles on each side of the wall or floor as described below: • Retaining angles for 11/2 hour rated dampers with a width and height 48 in. (1219mm) or less must be a minimum of 20 ga. (1 mm). Retaining angles for all 3 hour rated dampers and all dampers with a width or height greater than 48 in. (1219mm) must be a minimum of 16 gauge (1.5mm). The leg of the retaining angle on the damper sleeve shall be a minimum of 11/4 in. (32mm). The leg of the retaining angle on the wall/floor shall be long enough to cover the annular space and overlap the wall/floor by a minimum of 1 in. (25mm). • Retaining angles must be attached to the damper using one or more of the following methods of attachment: • tack or spot welds • #10 sheetmetal screws • 1/4 in. (6mm) bolts and nuts • 3/16 in. (4.7mm) steel pop rivets Attachments must be spaced a maximum of 6 in. (152mm) on center and a maximum of 2 in. (51 mm) from corners. The angles must be attached to all 4 sides of the sleeve with butt joints at each corner. A minimum of two attachments are required on each side, top and bottom. The angles need not be attached to each other at the corners. • Retaining angles should not be fastened to the wall/ floor material. The angles should only sandwich the wall/floor and allow for damper expansion during periods of intense heat. ' Wall or Floor r�fitt s Min.1 in. Retaining "�Overlap' Angle Retaining Angle Sleeve Duct ^ M ax. ^ M Damper ax ^. Mdx ^. Max. "only applicable for damper sizes above 36 in. x 36 in. Figure 1: Retaining angle installation. 3. SECURING THE FIRE DAMPER TO WALL AND FLOOR OPENINGS Fire damper assemblies must be installed in wall and floor openings using retaining angles on each side of the wall or floor as described below: • Retaining angles for 11/2 hour rated dampers with a width and height 48 in. (1219mm) or less must be a minimum of 20 ga. (1 mm). Retaining angles for all 3 hour rated dampers and all dampers with a width or height greater than 48 in. (1219mm) must be a minimum of 16 gauge (1.5mm). The leg of the retaining angle on the damper sleeve shall be a minimum of 11/4 in. (32mm). The leg of the retaining angle on the wall/floor shall be long enough to cover the annular space and overlap the wall/floor by a minimum of 1 in. (25mm). • Retaining angles must be attached to the damper using one or more of the following methods of attachment: • tack or spot welds • #10 sheetmetal screws • 1/4 in. (6mm) bolts and nuts • 3/16 in. (4.7mm) steel pop rivets Attachments must be spaced a maximum of 6 in. (152mm) on center and a maximum of 2 in. (51 mm) from corners. The angles must be attached to all 4 sides of the sleeve with butt joints at each corner. A minimum of two attachments are required on each side, top and bottom. The angles need not be attached to each other at the corners. • Retaining angles should not be fastened to the wall/ floor material. The angles should only sandwich the wall/floor and allow for damper expansion during periods of intense heat. 4. CONNECTING DUCTS TO THE FIRE DAMPER All duct connections to FD & DFD 150X series extended frame dampers must be "breakaway" type connections. All connections shown are considered breakaway. Factory furnished duct collars on types R & CR fire dampers are also considered breakaway(see Figure 2 & 3). No Ret. (Sae Type A i Wall or Floor On types R & CR factory furnished duct collar qualifies as breakaway connection. \ Duct i i �— Damper See on See Type A �n - types RB f�rniehed du as break— Type C, CO, CR, & R samioa s Type B Wall or Floor & 3) Figure 2: Vertical Mount Type A, Type B, and Type C, Type C, CO, CR, &R CO, CR, R damper installation diagrams. Figure 3: Horizontal Mount Type A, Type B, and Type C, CO, CR, R damper installation diagrams. When dampers installed horizontally, the ramp must be positioned up as shown in above drawings. Damper Model Maximum Sizes for Single Section Dampers* in. (mm) FD -150X (H or V) 48 x 48 (1219 x 1219) DFD -150X M 36 x 36 (914 x 914) DFD-15OX (H) 30 x 30 (762 x 762) Note: V = Vertical mount & H = Horizontal * Sizes are based on damper with no transitions. Table 1 13 Recommended Preparation of Openings in Wood and Metal Stud Walls • Frame wall openings as shown in Figure 4 and 4A. • Gypsum wall board must be fastened 12 in. on center to all stud and runner flanges surrounding opening (see Figure 4 and 4A). • Prepare opening between studs and sleeve assembly as shown below (see Figure 5). • All construction and fasteners must meet then requirements of the appropriate wall design. (See UL Fire Resistance Directory) Floor Runner Figure 4: Preparation detail for opening in stud wall. Figure 4A Secondset of studs are not required on openings ,R in v ZB in (g 14,nm v gl4mm) nr —Ile,. Metal stud only Metal Stud Construction �L IL ^teak in9 } /Dame:� In metal Stud construction, si«K exposed steel surfaces need notbe covered with gypsum wallboard. CeilingNotched \ Runner Piec Bent Down f r Metal Stud Framing Shown A—A No Wooden Stud Construction �Cxn m w.ne�.�a In wood stud construction, sl— gypsum wallboard must cover all wood stud surfaces. Figure 5: Detail of retaining angles and gypsum board application for metal and wooden stud construction. 14 24 in. o.c. Maximum 24 in. o.c. Maximum Ceiling Runner (metal studs) (metal studs) 12 in. r 24 in. o.c. Maximum 2'm. (51 mm) 2 Panhea Screws 2m.(51 mm) 16 in. o.c. 16 in. o.c. Maximum Maximum (wood studs) (wood studs) Floor Runner Figure 4: Preparation detail for opening in stud wall. Figure 4A Secondset of studs are not required on openings ,R in v ZB in (g 14,nm v gl4mm) nr —Ile,. Metal stud only Metal Stud Construction �L IL ^teak in9 } /Dame:� In metal Stud construction, si«K exposed steel surfaces need notbe covered with gypsum wallboard. CeilingNotched \ Runner Piec Bent Down f r Metal Stud Framing Shown A—A No Wooden Stud Construction �Cxn m w.ne�.�a In wood stud construction, sl— gypsum wallboard must cover all wood stud surfaces. Figure 5: Detail of retaining angles and gypsum board application for metal and wooden stud construction. 14 Duct -Sleeve Connections Traditional Breakaway Style Transverse Joints Transverse joints illustrated in Figure 6 have always been approved as breakaway connections. SMACNA testing has also approved the following variations as breakaway connections. • The breakaway connections shown to the right can be applied with maximum of (2) #10 sheet metal screws on each side and on the bottom located in the center of the slip pocket and penetrating both sides of the slip pocket. • Transverse joints illustrated can be applied as top and bottom joints with Drive Slip - side joints in duct heights up to 20 Drive Slip Joint in (508mm) Plain "S" Slip Hemmed "S" Slip Double "S" Slip Inside Slip Joint Standing "S" Standing "S" (Alt.) I I i Round and Oval Duct Breakaway Connections Figure 6: Traditional breakaway style transverse joints. Round or flat oval ducts connected to factory supplied NOTE: All breakaway connections described may have Type R, CR, or CO damper collars may use #10 sheet duct sealant, PA2084T duct sealant adhesive manufactured metal screws as follows: by Precision, DP1010 water base duct sealant by Design • Ducts 22 in. (559mm) wide (or dia.) and smaller may Polymetrics, Grey Pookie, Ductmate PROseal®, or use 3 screws. CL Ward S Seal applied in accordance with SMACNA • Ducts larger than 22 in. (559mm) wide (or dia.) may recommendations. use 5 screws. Proprietary Flange System Breakaway Connections (Ductmate, Ward, Nexus) Flanged connection systems manufactured by Ductmate, Ward, and Nexus are approved as breakaway connections when installed as illustrated in Figure 7. (TDC by Lockformer, TDF by Engle) TDC and TDF systems are approved as breakaway connections when installed as described in the SMACNA Duct Construction Standards. Standard 6 in. metal clips may be used with spacing (see Figure 8). Three -eighth in. metal bolts and nuts may be used to fasten together corner pieces (see Figure 9). Clip Spacing Sm. clip Lenyth 9 In MI6 in. l'-" 16inl~ 60 in. Duct 9 Req'tl. —i Jin. 4b in. D­ 3 Rei d. Sleeve Duct 36in. Duct 3 Req'd. —. S in 5 in .— zain Duct ] Req'd. Typical TDC/TDF joint Isin. Dna s S-1 r Rcq'd. Duct Figure 8: Detail of proprietary flanged system breakaway connections. 6 in. long 1/16 in. max. thickness plastic cleats; - 12 in. c -c (min. 1 per side) Flanged system angles _ (Attach per manufacturer's instructions) Duct Fire Damper Sleeve Do not bolt comers Figure 7: Detail of manufactured flanged system breakaway connections. Duct End Flange —X Corner Piece 3/8 in. bolt (optional) Figure 9: Detail of bolted corner. 15 Installation for Steel Stud Connection (SSC) Option These instructions apply to 11/2 hour rated fire dampers mounted in steel stud walls. Specific requirements in these instructions are mandatory. These instructions meet the requirements of UL555. Installation shall comply with the requirements of NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems. U.L. listings R13317 and R13743, California State Fire Marshal listings 3225-981:102 and 3225-1241:101, and New York City BSA/ MFA listing 260-91-M as they apply to these dampers. 1. NO ADDITIONAL SLEEVES OR ANGLES ARE REQUIRED The fire damper extended frame is an approved sleeve and the Steel Stud Connection (SSC) Option allows fastening of the fire damper sleeve directly to the wall's steel stud framing. Damper frame shall extend a maximum of 6 in. (152mm) beyond the wall opening on either side. Maximum size fire damper that may be installed using this SSC option is 36 in. W x 36 in. H (914mm x 914mm). 2. INSTALLATION Fire damper with SSC option must be in place before the wall is constructed or it can be installed as the wall is being constructed. Wall opening is framed around the fire damper before sheet rock or other wall board material is applied to the steel studs. This installation provides appropriate protection for duct penetrations in fire resistant wall construction using steel studs with a fire resistance rating less than 3 hours. The following wall design numbers (as detailed in the UL Fire Resistance Directory) are appropriate for fire damper installations using this SSC option: 1 Hour Design: U405, U406, U422, U434, U448, U451, U456, 0457, U465, U468, U469, U485, U494 11/2 Hour Design: U449, U452, U470, U471 2 Hour Design: U403, U411, U412, U421, U425, U428, U429, U443, U453, U474, U475, U477, U484, U491, U495 Item Description 1 FD150X fire damper with SSC option 2 Steel stud wall (see UL Fire Resistance Directory for spe- cific details) 3 Steel stud frame around opening in wall 4 Duct connection (see section 6) 5 Wallboard (see UL Fire Resistance Directory for specific details) 6 Fasteners (see UL Fire Resistance Directory and Section 5) Top Cross-section View 16 3. FRAMING OF WALL OPENING Form a wall opening 1/8 in. (3mm) to 1/4 in. (6mm) larger than the OD of the fire damper's extended frame (sleeve) using the same metal studs and techniques required by the wall design per the UL Fire Resistance Directory. Open side of the steel stud channels shall face the fire damper and encompass the damper's retaining bar. 4. APPLY WALLBOARD AFTER DAMPER INSTALLATION After damper is installed, wallboard shall be applied to steel stud framework in the manner required by the wall design per the UL Fire Resistance Directory listing. Around the damper perimeter use a minimum of 2 connections per side, spaced 12 in. (305mm) maximum and located a maximum of 2 in. (51 mm) from each corner. No additional retaining angles are required to complete the installation. 5. CONNECTING DUCTS TO THE FIRE DAMPER All duct connections to FD & DFD 150X series extended frame dampers must be "breakaway" type connections. All connections shown on page 5 & 6 are considered breakaway. Factory furnished duct collars on types R, CR, & CO fire dampers are also considered breakaway. Side Cross -Section View of Damper in Wall Damper Maintenance Dampers shall be maintained, cycled, and tested in intervals as stated in the latest editions of NFPA 90A, 92A, and UL 864 unless local codes require more frequent inspections. Dampers do not typically require maintenance as long as they are kept dry and clean. If cleaning is necessary, use mild detergents or solvents. If lubrication is desired, do not use oil-based lubricants or any other lubricants that attract contaminant's such as dust. Damper Trouble Shooting The following is a cause and correction list for common concerns with the dampers. Symptom Possible Cause Corrective Action Frame is 'racked' causing blades to Adjust frame such that it is square bind on jamb and plumb Damper does not fully open and/or fully close Screws in damper linkage Locate screws and remove Contaminant's on damper Clean with a non -oil based solvent (see Damper Maintenance) Link separated Heat Replace link Our Commitment As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifica- tions without notice. Specific Greenheck product warranties are located on greenheck.com within the product area tabs and in the Library under Warranties. O.GREENHECK . Building Value in Air. Phone: (715) 359-6171 • Fax: (715) 355-2399 • E-mail: gfcinfo@greenheck.com • Website: www.greenheck.com 453946• DFD & FD 150X Series Rev. 15, August 2013 Copyright 2013 © Greenheck Fan Corporation 17 Return to Table of Contents alGREENHECK DOCUMENT NUMBER 462721 DFDR-XXX, SEDFDR-XXX, Building Value in Air. SSDFDR-XXX, FDR -XXX, and SSFDR-XXX MODELS 1 1/2 Hour Round Fire Dampers Vertical and Horizontal Mount Installation, Operation and Maintenance Instructions RECEIVING AND HANDLING Upon receiving dampers, check for both obvious and hidden damage. If damage is found, record all necessary information on the bill of lading and file a claim with the final carrier. Check to be sure that all parts of the shipment, including accessories, are accounted for. Dampers must be kept dry and clean. Indoor storage and protection from dirt, dust and the weather is highly recommended. Do not store at temperatures in excess of 100°F (37°C). INSTALLATION SUPPLEMENTS Refer to the appropriate Greenheck installation supplements for special requirements: • Steel Deck Supplement DFDR-XXX, SSDFDR-XXX, FDR -XXX, and SSFDR- XXX Model Dampers are intended for installation in accordance with fire damper requirements established by: National Fire Protection Association NFPA Standards 80, 90A, 101 and 105 IBC International Building Codes New York City (MEA listing #260-91-M) California State Fire Marshal (CSFM) Fire Listing (3225-0981:0112) C (@ US "UL CLASSIFIED (see complete marking on product)' "UL CLASSIFIED to Canadian safety standards (see complete marking on product)' UL Standard 555 (Classification #R13317) SAFETY WARNING: Improper installation, adjustment, alteration, service or maintenance can cause property damage, injury or death. Read the installation, operating, and maintenance instructions thoroughly before installing or servicing this equipment. WARRANTY Greenheck warrants this equipment to be free from defects in material and workmanship for a period of one year from the shipment date. Any units or parts which prove to be defective during the warranty period will be repaired or replaced at our option. Greenheck shall not be liable for damages resulting from misapplication or misuse of its products. Greenheck will not be responsible for any installation or removal costs. Greenheck will not be responsible for any service work or backcharges without prior written authorization. Due to continuing research, Greenheck reserves the right to change specifications without notice. This manual is the property of the owner, and is required for future maintenance. Please leave it with the owner when the job is complete. 18 Table of Contents Pre -Installation Guidelines.......................................................................................................19 Installation...........................................................................................................................19-22 Maintenance.............................................................................................................................19 Troubleshooting........................................................................................................................19 Pre -Installation Guidelines The basic intent of a proper installation is to secure the fire damper in the opening in such a manner as to prevent distortion and disruption of damper operation. This is accomplished by allowing the fire damper in rated separation openings to expand and for the connecting duct to separate in the event of the collapse of the hanging system. The following items will aid in completing the damper installation in a timely and effective manner. 1) Check the schedules for proper damper locations within the building. Visually inspect the damper for damage and verify that the fusible link is in place or has not separated. Dampers will be supplied with a temperature responsive fusible link device. If fusible link is not present or has separated, replace link. Never install a fire damper without the proper UL approved fusible link in place. 2) Lift or handle damper using the frame. Do not lift damper using blades. 3) Do not install screws into the main body area of the damper frame as screws may interfere with and prevent damper blade from opening and/or closing. 4) Damper must be installed into duct or opening free of distortion or other misalignment. Damper must not be squeezed or stretched into duct or opening. Out of round, racked, twisted or misaligned installations can cause torque requirements to exceed damper design. 5) Damper must be kept clean and protected from dirt, dust and other foreign materials prior to and after installation. Examples of such foreign materials include but are not limited to: 1) Mortar dust 2) Drywall dust 3) Firesafing materials 4) Wall texture and 5) Paint overspray. 6) Damper should be sufficiently covered to prevent overspray if wall texturing or spray painting will be performed within 5 feet of the damper. Excessive dirt or foreign material deposits on damper can cause torque requirements to exceed damper design. 7) Caulking is not allowed between the damper sleeve and the wall or floor opening (annular space). However, caulking may be applied to the retaining plates and a field -applied sealant may be required for the damper sleeve and transitions to meet certain duct leakage standards. 8) ACCESS: Suitable access (such that fusible links can be maintained) must be provided for damper inspection and servicing. Where it is not possible to achieve sufficient size access, it will be necessary to install a removable section of duct. (Refer to NFPA 90A). 9) The Code Authority Having Jurisdiction (AHJ) must evaluate and provide approval of final installation where variations to these instructions are necessary. Installation - Failure to follow these instructions will void all warranties. These instructions apply to 1 1/2 hour rated fire dampers mounted (blades must be horizontal) in: 1) masonry, block or stud walls and 2) concrete floors or ceilings. Specific requirements in these instructions are mandatory. Dampers must be installed in accordance with these instructions to meet the requirements of UL 555. The installation of the damper and all duct connections to the damper sleeve shall conform to the latest editions of NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems, and the SMACNA Fire, Smoke and Radiation Damper Installation Guide, and UL Classifications R13317. 19 Installation - Continued 1. CLEARANCES REQUIRED BETWEEN FIRE DAMPER SLEEVES AND WALL/FLOOR OPENINGS Fire damper assemblies expand during periods of intense heat. Therefore, it is essential that openings in walls or floors be larger than the fire damper assembly to allow for this expansion. The wall/floor opening must be a minimum of 7/8 in.(22mm) larger than the outside diameter of the damper. Refer to Section 4 for additional installation considerations. CLEARANCE FOR EXPANSION RETAINER PLATE n (OPTIONAL) RETAINER PLATE BLADE LATCH DUCT CONNECTION 2 iACCESS DOOR TO BE ON AREA i_ _ SAME SIDE AS BLADE LATCH AIRFLOW DUCT CONNECTION AREA DO NOT PLAC RETAINER PLATE IN THIS GROOVE 6 in. max. 1 1 6 in. max. � TW Fig. 1 SLEEVE LENGTH 2. SLEEVE LENGTH AND WALL/FLOOR THICKNESS Insert the damper assembly into the prepared opening, to appropriate depth (see Fig. 1). Recommended maximum and minimum insertion depth can be exceeded as long as the (� of the damper blade remains within the plane of the wall/ floor. IMPORTANT SAFETY DANGER! To avoid causing death or serious bodily harm to building occupants, do not insert screws into the damper frame unless used for duct connection within 2 in. (51 mm) of the frame end. The sleeve may extend a maximum of 6 in. (152mm) beyond both sides of the wall or floor. Recommended standard sleeve lengths for various wall/floor thicknesses are: Wall/Floor Sleeve Length Thickness Dimension (L) Dimension (T.) Inches (mm) Inches (mm) Maximum Up to 6'/z (165) 135/8(346) 6'/2 - 81/2 (165 - 216) 155/8(397) 8'/2 - 10'/2 175/8(448) (216-267) 14 ga. (2) 3. DUCT TO SLEEVE CONNECTIONS Dampers are supplied with sleeves from the factory 20 and can be installed without the need for additional field installed sleeves. Gauge of factory furnished sleeve determines the type of duct to sleeve connections required (see table below). Any duct connection other than the breakaway connections are considered rigid. Sleeve Gauge Duct Type of Duct (mm) Dimension to Sleeve Maximum Connection Inches (mm) Permitted 10 ga. (3.5) 24 (610) Rigid or Break - away 14 ga. (2) 16 ga. (1,5) 20 ga. (1 mm) 24 (610) Breakaway only Sleeve thickness must not be less than the gauge of the connecting duct. UL Standard 555 requires all ducts to terminate at fire damper sleeves. 4. SECURING THE DAMPER/SLEEVE ASSEMBLY TO WALL AND FLOOR OPENINGS Damper assemblies must be installed in wall/ floor openings using a single retaining plate on either side of the wall/floor or by using a retaining plate on both sides of the wall/floor. The use of a second retaining plate is allowed, but is not necessary. A single retaining plate is provided with the dampers. A second retaining plate can be ordered as an option. • The retaining plate(s) will open up for easy installation when the clamping screw is loosened. If necessary, remove the clamping screw and nut (see Fig. 2). (IMPORTANT The clamping mechanism should face away from the wall/floor). Retainer plate(s) are designed to mount flush to the wall/floor and hold the damper in the wall/floor opening. • Place the damper and attached retainer plate into the wall/floor opening. • If a second retaining plate is being used, secure it on the opposite side of the wall/floor DO NOT POSITION RETAINER PLATE(S) IN FRAME GROOVE • Verify position, blade orientation, and actuator clearance then tighten the retainer plate clamping screws. The retainer plate(s) must overlap the wall/floor opening a minimum of 1 inch (25mm). Secure the retainer plate(s) to the wall using appropriate fasteners (minimum #8 sheet metal screws) at the four corners of each retainer plate when two retainer plates are used and also within 3/4 in. (19mm) of the center of each plate when one retainer plate is used. Wall/Floor Opening = Nominal Size + 7/8 in. 1.00 it Clamping Screw Nut Retaining Plate Assembly Fig. 2 95 Clamping Screw 5. Recommended Preparation of Openings in Wood and Metal Stud Walls • Frame wall openings as shown below. (see Fig. 4 & 4A). • Gypsum wall board must be fastened 12 in. (305mm) on center to all stud and runner flanges surrounding opening. (see Fig. 4 & 4A). • Prepare opening between studs and sleeve assembly as shown below (see Fig. 3). • All construction and fasteners must meet the requirements of the appropriate wall design (See UL Fire Resistance Directory) and/or local codes. DAMPER FRAME METAL STUD ,.00 MIN 0 DO NOT PLACE RETAINER PLATE IN THIS GROOVE. DAMPER FRAME WOOD sruD 00 NOT PLACE RETAINER PLATE IN THIS GROOVE. Fig. 3 Fig. 4 Floor Runner Second set of studs are not required on openings i RR in. v 16 in M14mm z al4mml nr cmallor N.U,had P= \ D.nl Dew ' \1 I A—A Metal stud only Fig. 4A sm Metal Stud Framing Shown Runner 6. Round Duct Connections Round duct connections shall be attached with #8 sheet metal screws as follows: • Ducts 22 in. (559mm) dia. and smaller shall have three screws. • Ducts larger than 22 in. (559mm) dia. and up to including 24 in. dia. shall have five screws. NOTE: All breakaway connections described may have duct sealant, PA2084T Duct Sealant Adhesive manufactured by Precision or DP1010 Water Base Duct Sealant manufactured by Design Polymetrics, Grey Pookie, Ductmate PROseal° , or CL Ward S Seal applied in 2?ccordance with SMACNA recommendations. 24 in. Maximum MasiUm Ceiling Runner Imetal studs) (metal studs) 12 in. 1 24 in. o.c. Maximum 2 in. p 5 P-1- 2 in 16 in. o.c. Maximum Maximum fwood studs) (wootl studs) Fig. 4 Floor Runner Second set of studs are not required on openings i RR in. v 16 in M14mm z al4mml nr cmallor N.U,had P= \ D.nl Dew ' \1 I A—A Metal stud only Fig. 4A sm Metal Stud Framing Shown Runner 6. Round Duct Connections Round duct connections shall be attached with #8 sheet metal screws as follows: • Ducts 22 in. (559mm) dia. and smaller shall have three screws. • Ducts larger than 22 in. (559mm) dia. and up to including 24 in. dia. shall have five screws. NOTE: All breakaway connections described may have duct sealant, PA2084T Duct Sealant Adhesive manufactured by Precision or DP1010 Water Base Duct Sealant manufactured by Design Polymetrics, Grey Pookie, Ductmate PROseal° , or CL Ward S Seal applied in 2?ccordance with SMACNA recommendations. DFDR-XXX Blade Orientation Axle 30° Axle 30° Axle 300 Off Horizontal 300 Off Horizontal Normal (Maximum) (Maximum) Damper Maintenance Dampers do not typically require maintenance as long as they are kept dry and clean. If cleaning is necessary, use mild detergents or solvents. If lubrication is desired for components such as axle bearings, do not use oil- based lubricants or any other lubricants that attract contaminants such as dust. Dampers and their actuator(s) must be maintained, cycled, and tested a minimum in accordance with: • The latest editions of NFPA 80, 90A, 92A, 926, 101, 105, UL864, AMCA 503-03 and local codes. • Actuator manufacturer recommendations. Damper Troubleshooting The following is a possible cause and correction list for common concerns with the dampers. Symptom Possible Cause Corrective Action Frame is out of round causing blades Adjust frame such that it is round to interfere with frame Damper does not fully open and/or fully close Screws interfere with blade Locate screws and remove Contaminants on damper Clean with a non -oil based solvent (see Damper Maintenance) Link separated Heat I Replace link Our Commitment As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifications without notice. Specific Greenheck product warranties are located on greenheck.com within the product area tabs and in the Library under Warranties. [MGREENHECK Building Value in Air. Phone: (715) 359-6171 • Fax: (715) 355-2399 • E-mail: gfcinfo@greenheck.com • Website: www.greenlieck.com 462721• DFDR, FDR Series Rev. 9, August 2013 Copyright 2013 © Greenheck Fan Corporation 22 Return to Table of Contents OGREENHECK Document Number 461337 Building Value in Air. OFSD-XXX, ODFD-XXX, OFD -XXX, and OSSFD-XXX Series 1'/2 Hour Combination Fire Smoke or Curtain Fire Dampers Out of Wall or Out of Floor Vertical or Horizontal Mount Installation, Operation, and Maintenance Instructions Receiving and Handling Upon receiving dampers, check for both obvious and hidden damage. If damage is found, record all necessary information on the bill of lading and file a claim with the final carrier. Check to be sure that all parts of the shipment, including accessories, are accounted for. Dampers must be kept dry and clean. Indoor storage and protection from dirt, dust and the weather is highly recommended. Do not store at temperatures in excess of 100°F (38°C). Warranty Greenheck warrants this equipment to be free from defects in material and workmanship for a period of one year from the purchase date. Any units or parts which prove to be defective during the warranty period will be repaired or replaced at our option. Greenheck shall not be liable for damages resulting from misapplication or misuse of its products. Greenheck will not be responsible for any installation or removal costs. Greenheck will not be responsible for any service work or backcharges without prior written authorization. CL us OFSD-XXX, ODFD-XXX, OFD -XXX, and OSSFD-XXX series dampers are intended for installation in accordance with combination fire smoke dampers requirements established by: NFPA National Fire Protection Association NFPA Standards 80, 90A, 92A, 92B, 101, & 105 IBC International Building Codes New York City (MEA listing # 260-91-M) California State Fire Marshal Listing #3225-0981:103 & 3230-0981:104 F (see complete marking on pro:R13'317]) to Canadian safety standards (king on product)" andard 555 & 555S (Classificatio Electrical Guidelines All wiring shall be done in accordance with the National Electrical Code ANSI/NFPA-70 latest edition, any local codes that may apply, and wiring diagrams developed in compliance with the job or project design and specifications. Safety Warning: Improper installation, adjustment, alteration, service or maintenance can cause property damage, injury or death. Read the installation, operating, and maintenance instructions thoroughly before installing or servicing this equipment. Safety Caution! Electrical input may be needed for this equipment. This work should be performed by a qualified electrician. Verify power before wiring actuator. Greenheck is not responsible for any damage to, or failure of the unit caused by incorrect field wiring. To avoid causing death or serious bodily harm to building occupants, follow all instructions carefully. Dampers must close completely to preserve the integrity of the fire smoke separation. Due to continuing research, Greenheck reserves the right to change specifications without notice. This manual is the property of the owner, and is required for future maintenance. Please leave it with the owner when the job is complete. 23 Table of Contents Pre -Installation Guidelines................................................................................................................................ 24 Installation.....................................................................................................................................................24-34 • Clearances Requirements.............................................................................................................25-30 • Duct to Sleeve Connections...............................................................................................................31 • Securing the Damper/Sleeve Assembly to Wall and Floor Openings ................... ...................... 31-32 • Actuator Connections.........................................................................................................................32 • Recommended Preparation of Openings in Wood and Metal Stud Walls...................................32-33 • Breakaway Connections ...................................... ......................................................................... 33-34 Maintenance........................................................................................................................................................34 Troubleshooting...................................................................................................................................................34 Pre -Installation Guidelines The basic intent of a proper installation is to secure the fire or fire smoke damper in, not to, the opening in such a manner as to prevent distortion and disruption of damper operation. This is accomplished by allowing the fire or fire smoke damper in rated separation openings to expand and for the connecting duct to separate in the event of the collapse of the hanging system. The following items will aid in completing the damper installation in a timely and effective manner. 1) Check the schedules for proper damper locations within the building. Visually inspect the damper for damage and verify that the Reusable Resettable Link (RRL) is in place or has not activated. Never install a fire damper without the proper UL approved RRL in place. (RRL is standard control option. These electric links have a button for resetting.) If damper is furnished with fusible link, visually inspect the link to verify its not missing or broken. Replace link as necessary. 2) Lift or handle damper using sleeve or frame. Do not lift damper using blades or actuators. 3) Damper has label on outside of sleeve indicating a 'No Screw' area. Do not install screws into this area as screws may interfere with unexposed blade linkage and prevent damper blades from opening and/or closing. 4) Damper has label indicating position of damper and sleeve assembly in the wall. Install accordingly to comply with manufacturer's appropriate UL Classification file number. 5) Damper must be installed into duct or opening square and free of twist or other misalignment. Damper must not be squeezed or stretched into duct or opening. Out of square, racked, twisted or misaligned installations can cause excessive leakage and/or torque requirements to exceed damper/actuator design. 6) Damper and actuator must be kept clean and protected from dirt, dust and other foreign materials prior to and after installation. Examples of such foreign materials include but are not limited to: a) Mortar dust b) Drywall dust c) Firesafing materials d) Wall texture e) Paint overspray 7) Damper should be sufficiently covered as to prevent overspray if wall texturing or spray painting will be performed within 5 feet of the damper. Excessive dirt or foreign material deposits on damper can cause excessive leakage and/or torque requirements to exceed damper/actuator design. 8) Caulking is not necessary, nor is it allowed, between the damper sleeve and the wall or floor opening (annular space). However, caulking may be applied to the retaining angles. 9) ACCESS: Suitable access (such that RRL's and actuators can be maintained, etc.) must be provided for damper inspection and servicing. Where it is not possible to achieve sufficient size access, it will be necessary to install a removable section of duct. (Refer to NFPA 90A). 10) The Code Authority Having Jurisdiction (AHJ) must evaluate and provide approval of final installation where variations to these instructions are necessary. Installation- Failure to follow these instructions will void all warranties. These instructions apply to 11/2 hour rated combination fire smoke dampers and curtain fire dampers mounted in masonry, block, wood or metal stud walls, or concrete floors. Specific requirements in these instructions are mandatory. These instructions meet the requirements of UL555. Installation shall comply with the requirements of NFPA 90A (Installation of Air Conditioning and Ventilating Systems) and UL listing R13317. 24 1. DAMPER IS INSTALLED OUTSIDE OF WALL PLANE OFSD-XXX Figure 1 shows two approved installations for combination fire smoke dampers: 1) "Through the grille access" and 2) installation in continuing duct. To provide "through the grille" access to the damper actuator, the damper is located toward the back of the sleeve and the actuator is installed between the damper and grille. Actuator and damper can be accessed and serviced by removing the grille. To provide access to the damper actuator for continuing ductwork, refer to the requirements of NFPA 90A. Max. :10 2112 in. long sheet metal eees spaced 6 in. on center maximum m 2 in. nom the perrs (mi m of 2 serewe side) though the sleeve into the header, sill and Iamb framing embers. Screw iota rear portion of the studs""to oea d space contticts with the grill a mbly. "Duct Terminates" Metal Stud Note: Both installations for vertical mount. — Damps, "Duct Continues" Horizontal or Vertical Mount Gypsum Wallb.eud Stud or Hunner In wood stud construction, gypsum wallboard most cover all wood stud surfaces. Wooden Stud Construction / / b10 sheat metal acraws.2 112 inchoslong, spaced / 6 in. on center, and m of 2 its Imin mum of 2 h,,m / lee e n sactal scncos per side). Screw mor ear portion of the s tuds so as to avoid / space conflicts with the grille assembly. Factory Supplied Thermal Blanket 6112 in. ire I ,nor �—Ms.. ombinatiotire smoke damper "Duct Terminates" Wood Stud Figure 1: Installation configurations for 'Out of Wall' combination fire smoke dampers. ODFD-XXX, OFD -XXX, and OSSFD-XXX: Figure 2 shows installations that are also approved for curtain fire dampers. For access to inspect the damper and fusible link, refer to the requirements of NFPA 90A. 25 2. CLEARANCE REQUIREMENTS There is no minimum clearance requirement between the wall/floor opening and the sleeve exterior (with thermal blanket attached). However, to facilitate installation, clearances between the wall/floor opening and the damper sleeve are recommended. although there is no maximum allowable clearance, the minimum overlap requirements between the wall/floor and the flange/retaining angle must be met. On grill mount installations the flange must overlap the wall/floor by 1/2 in. (13mm). On continuous duct installations, the retaining angles must overlap the wall/floor by 1 in. (25mm). Because no clearances are required between the wall/floor opening and the sleeve, dampers may not be installed in the plane of the wall using this installation method. Figure 2 ° n Concrete or _ Wood Masonry Wall Stud Concrete or Wood ° Masonry Stud Wall � a< `Flange Flange 7 1/2 in. (191 mm) 7144 Steel Stud F. Flange _Ll I Factory Supplied Thermal Blanket Type A- Vertical Mount, Duct Terminates Flange Method Flange Masonry or Concrotc d Floor v d E a Factory Supplied Thermal Blanket 71�IIIIIIIIIItF Damper I�ttttt i Type A - Horizontal Mount Below Floor/Wall, Duct Terminates Flange Method 949 7 1/2 in. —7I�1 11�i1111I�- Damper Factory Supplied „I V I I I Dan,[) max. Retaining Angle Steel Stud it t d UI Concrete or Factory Supplied Masonry Thermal Blanket d _( Alternate Retaining Retaining Angle Angle Location Type A- Vertical Mount, Duct Terminates Single Angle Method Type A - Horizontal Mount Above Floor/Wall, Duct Terminates Single Angle Method Retaining Angle Ipd l9 oncrete or a v Masonry Floor d tl a v 7 1121n. (191 mm) Factory Supplied J Thermal Blanket L7_7�7�� Damper �IVVVVVI Type A - Horizontal Mount Below Floor/Wall, Duct Terminates Single Angle Method —7I�1 11�i1111I�- Damper Factory Supplied „I V I I I Thermal Blanket Retaining Angle 7 1/2 in. (191 mm) ax. W it t d UI Concrete or D Masonry Floor d D d Type A - Horizontal Mount Above Floor/Wall, Duct Terminates Single Angle Method Retaining Angle Ipd l9 oncrete or a v Masonry Floor d tl a v 7 1121n. (191 mm) Factory Supplied J Thermal Blanket L7_7�7�� Damper �IVVVVVI Type A - Horizontal Mount Below Floor/Wall, Duct Terminates Single Angle Method Figure 2 cont... Type A- Vertical Mount, Thru Duct with Two Retaining Angles Damper . — �VVVVVI Retaining — Angle 71/2 in. (191mm) Q p Masonry or Concrete Floor D - Q. p d D D 4 Factory Supplied Retaining Thermal Blanket - Angle Type A - Horizontal Mount Above Floor/Wall, Thru Duct with Two Retaining Angles Retaining Angle D 4 Masonry or G� Concrete Floor a p Retaining 7112 in. (191mm) Angle Factory Supplietl - Thermal Blanket Damper — �IVVVVVI '— Type A - Horizontal Mount Below Floor/Wall, Thru Duct with Two Retaining Angles 27 ° .4 Concrete or _ Wood Stud a Masonry Wall 4. 7 112 in. (191 in maximum Damper II I� I Factory Supplied Thermal Blanket Alternate Retaining Angle Location Retaining Angle Type A- Vertical Mount, Thru Duct with Single Retaining Angle IIIIIIIIIIF Damper �rlllrl Retaining Angle 7 112 in. (191 mm) m zimum Concrete or d W W Masonry Floor p 4 ' 4 D a D 4 Factory Supplied Thermal Blanket Type A - Horizontal Mount Above Floor/Wall, Thru Duct with Single Retaining Angle Retaining Angle C� Concrete or �P Masonry Floor - -� p 17 7112 in (1ummm) Factory Supplied ma Thermal Blanket .�7 gIIIIIIIIIIIF I�11111 l Type A - Horizontal Mount Below Floor/Wall, Thru Duct with Single Retaining Angle Figure 2 cont.... Wood 7 "1,, I'll 1in1191Slud Maximum namsxr Metal Swtl ;i �1 II 1 I II II I I Masonry or Concrete 7 1/2 in. (191mm) Wood Stud Damper maximum ra�mry snPpietl Steel Iherrnal lilankcr d c Retaining Relainin9 y' Slud Angle Argle Flange II II I I Type B2- Vertical Mount, Thru Duct with N I Two Retaining Angles II d d Factory Supplied Thermal Rlankel m d a Masonry or Concrete Type B2- Vertical Mount, Duct Terminates — — Damper Flange Method � = Factory Supplied V 1 Thermal Blanket Retaining Angle 7 1/2 in. (191 mm) maximum a o Flange Masonry or v 4 ° ° Concrete d R d s a. .v -d � Masonry or 17 E 4 Concrete Retaining v - v Angle Factory Supplietl7 1/2 in. (191mm) Type B2 - Horizontal Mount Above Floor/Wall, Thermal Blanket_ _ maximum Thru Duct with Two Retaining Angles III11 Damper FT r y l Supple,' e� ThermaBlanket Retaining Angle D 4 a o a o Masnnry nr - Concrete 0 4 Type B2 - Horizontal Mount Below Floor/Wall, Duct v v Terminates Flange Method 7 1/2 in. (191mm) Retaining mavimum /TT II Angle JMW pamper Type B2 - Horizontal Mount Below Floor/Wall, Thru Duct with Two Retaining Angles 2:8 Figure 2 cont.... 7 1/2 in. (191 mm) Damper maximum Concrete or _Q Masonry a d ' a III III III III III III III III III Factory Supplied Q o Thermal Blanket J Relainingc Alternate Retaining Angle . a v Angle Location Type B2- Vertical Mount, Duct Terminates Single Angle Method 71/2 in. (191 mm) Damper rain um _ II II II II it it Factory) Supplied "--mal Blanket .� Alternate Angle Lor Type B2- Vertical Mount, Thru Duct with Single Retaining Angle Metal Stud Nood itud IIy IIIhIIIIIhI- Damper =� — PI II��� Damper Factory Supplied = r r r r I Id Thermal Blanket U Retaining — — — -- Angle Retaining 7 1/2 in. (191mm) Angle maximum 7 1/2 in. (191mm) a� oW maximum Concrete or concrete or p - p Masonry Masonry d ° G 4 � d p o a c a Type B2 - Horizontal Mount Above Floor/Wall, ""ry l Supplied Duct Terminates Single Angle Method ThermaBlanker Retaining Type B2 - Horizontal Mount Above Floor/Wall, Angle Thru Duct with Single Retaining Angle I i Factory supplied Q- Concrete or Thermal Blanket Masonry Retaining Angle v v I!l Q' . 'V Masonry 71/2in.(191mm) Factory Supplied _ a Thermal Blanket % / IIIIIIIIIIIF Damper r.m191mm1 II V V V V V I Damper Type B2 - Horizontal Mount Below Floor/Wall, Duct Terminates Single Angle Method Type B2 - Horizontal Mount Below Floor/Wall, Thru Duct with Single Retaining Angle 28 Figure 2 cont.... m �x2mum191 mm) Wood Wood Stud Stud 7 112 In. (191mm) Damper maximum Melul Sln[1 I I Flange Ig 11 II II I 1 1 con teen nr I I C. -rete or Masonry I I Masonry Ip I II d I a � Factory Supplletl Retaining d a Metal m, d C Thermal Blanket Retanin Angle Stud Angle Factory Supplied Thermal Blanket Type C2- Vertical Mount, Duct Terminates Type C2- Vertical Mount, Thru Duct with Flange Method Two Retaining Angles -IA fA—Af Damper IL II II��� Factory Supplied Thermal Blanket 7 1l2 in. (191mm) p p E Concrete or D 0 Masonry d p d D 4 �— flanyc Type C2 - Horizontal Mount Above Floor/ Wall, Duct Terminates Flange Method Flange D 4 Q conemteer ° ° Masonry a D 7 112In. (191 mm) Factory Suppbed I he«nal 131ankcl �4VVVVVI Type C2 - Horizontal Mount Below Floor/Wall, Duct Terminates Flange Method ao Factory Supplied =� — — — ^ ^ ^ ^ Damper Thermal Blanket Retaining Angle 7 1/2 in. (191mm) a p concrete or D Q _ Masonry 4 p d D 6 Retainin9� A gle Type C2 - Horizontal Mount Above Floor/Wall, Thru Duct with Two Retaining Angles Retai rung Angle D O v a ' a .P cnnerem er ' Masonry v v Retalnm� 7 10 in.m191m �) Angle Factory heS"Tk"P-7 y Trmal Blanket 1111 1 I j I j yVVVVVI Damper Type C2 - Horizontal Mount Below Floor/Wall, Thru Duct with Two Retaining Angles Figure 2 cont.... ] ll2 in. (191mm) Wood Stu Mewl Stud Nternale Re4 fining Angle Lowli°n Type C2- Vertical Mount, Thru Duct with Single Retaining Angle &:�� Thermal I— 1I 1'II Retaining Angle 7 1/2:n.,(1.9= 4 W oW c°ncrete °r D p Masonry 4 a � Type C2 - Horizontal Mount Above Floor/Wall, Thru Duct with Single Retaining Angle Relaininy M91c - aD �'7 o 4 conctere or Mas my a d \ X \ / M v I ll2 in. (191mm) F—,y Supplletl Thermal Blanket % IA I f Type C2 - Horizontal Mount Below Floor/Wall, Thru Duct with Single Retaining Angle 31 3. DUCT TO SLEEVE CONNECTIONS Dampers are supplied with actuators (on applicable models) and sleeves from the factory and can be installed without the need for additional field installed sleeves. Sleeve gauges of 20-14 (.9mm - 2mm) are to be used. UL Standard 555 requires all ducts to terminate at fire damper sleeves. Sleeve thickness must not be less than the gauge of the connecting duct. Duct to sleeve breakaway connections must be of the type described on page 33. Factory furnished round duct collars on type R and CR dampers are also considered to be breakaway connections and may be used. vIt u— V. —16 vwu uawlupC1 WHIN I IMMIl11 Blanket (duct termination). 4. SECURING THE DAMPER/SLEEVE ASSEMBLY TO WALL OPENINGS. Damper/sleeve assemblies must be installed in wall openings using flanges and sheet metal screws as illustrated and described below. • Flange on front (grille end) of sleeve must be a minimum of 16 gauge (1.5mm) steel and have a % in. (16mm) minimum flange leg (refer to Figure 3). Using #10 (19mm) sheet metal screws, screw from inside of sleeve through the rear portion of the studs (as shown in Figure 1). Space screws a maximum of 6 in. (152mm) on center and a maximum of 2 in. (51 mm) from the corners (minimum of 2 screws per side). No retaining angles are required on the side of wall opposite from the grille. • Retaining angles for 11/2 hour rated dampers with a width and height 48 in. (1219mm) or less must be a minimum of 20 ga. (1 mm). Retaining angles for all 3 hour rated dampers and all dampers with a width or height greater than 48 in. (1219mm) must be a minimum of 16 gauge (1.5mm). The leg of the retaining angle on the damper sleeve shall be a minimum of 11/4 in. (32mm). The leg of the retaining angle on the wall/floor shall be long enough to cover the annular space and overlap the wall/floor by a minimum of 1 in. (25mm)(see Figure 4). 4. SECURING THE DAMPER/SLEEVE ASSEMBLY TO WALL OPENINGS continued.... • Retaining angles must be attached to the sleeve using one or more of the following methods of attachment: • Tack or spot welds • #10 (19mm) sheet metal screws • 1/4 in. (6mm) bolts and nuts • 3/16 in. (4.7mm) steel pop rivets Attachments must be spaced a minimum of 6 in. (152mm) on center and a maximum of 2 in. (51 mm) from corners. The angles must be attached to all 4 sides of the sleeve. A minimum of two attachments are required on each side, top and bottom. The angles need not be attached to each other at the corners. CAunoly! Do not tear the thermal blanket during installation. Dampers are tested for correct operation and are square and straight before shipment from the factory. Dampers must be installed square and straight and must not be twisted or racked. Failure to install the damper square and straight may prevent the damper blades from operating open and closed. 5. ACTUATOR CONNECTIONS Electrical and/or pneumatic connections to damper actuators should be made in accordance with wiring and piping diagrams developed in compliance with applicable codes, ordinances and regulations (see Electrical Guidelines). 6 Recommended Preparation of Openings in Wood and Metal Stud Walls • Frame wall openings as shown (see Figure 5 & 5A) • Gypsum wall board must be fastened 12 in. (305mm) on center to all stud and runner flanges surrounding opening (see Figure 5 & 5A). • Prepare opening between studs and sleeve assembly as shown (Figure 6 & 7). • All construction and fasteners must meet the requirements of the appropriate wall design (See UL Fire Resistance Directory) and/or local codes. Second set of studs are not required on openings 7r in v 2r in rQ1 dmm v Q1 dmm, nr cm alloy Figure 4: Sleeved damper with Thermal Blanket (duct continuation). Note: Thermal blanket is riveted to the damper sleeve and the seam is taped with acrylic adhesive tape, FSK facing tape 152 5CWnt, manufactured by Venture Tape Company. Figure 5A Metal stud only 32 Floor Runner Figure 5 Ceiling Pin. 24 i,. o... 24 in. -.24 Maxm Imetal slues) in, o.c. Ma Imeled studs) \ Ceil'mg Runner \ Maximum Down Panhea fr I r Screws Metal Stud � Framing Shown in. l61 mm) 16 in. o.c. A—A 16 in. o.c. Maxi Maxi Iwaan samdsl Iwood suds) Figure 5A Metal stud only 32 Floor Runner Figure 5 Ceiling Notched Runner Piece \ Bent Down fr I r Metal Stud � Framing Shown A—A Floor Runner Wooden Stud Construction Gypsum Wallboard slleeve gypsum wallboard must cover all wood stud surfaces. Breakaway Connections Traditional Breakaway Style Transverse Joints Transverse joints illustrated at right have always been approved as breakaway connections. SMACNA testing has also approved the following variations as breakaway connections. • The breakaway connections shown (Figure 8) can be applied with maximum of two #10 (19mm) sheet metal C.— screws on each side and on the bottom located in the Drive Slip Joint center of the slip pocket and Figure 7 penetrating both sides of the slip pocket. • Transverse joints illustrated can be applied as top and bottom joints with Drive Slip - side joints in duct heights up to 20 inches (508mm) See Figure 7. Round and Oval Duct Breakaway Connections Round or flat oval ducts connected to Type R or O damper collars shall be attached with #10 (19mm) sheet metal screws as follows: • Ducts to 22 in. (558mm) wide (or dia.) and smaller shall have three screws. • Ducts larger than 22 in. (558mm) wide (or dia.) up to and including 36 in. (914mm) wide (or dia.) shall have five screws. NOTE. All breakaway connections described may have duct sealant applied, PA2084T duct sealant adhesive manufactured by Precision, DP1010 water base duct sealant manufactured by Design Polymetrics, Grey Pookie, Ductmate PROseal®, or CL Ward S Seal in accordance with SMACNA recommendations. Manufactured Flanged System Breakaway Connections Flanged connection systems manufactured by Ductmate, Ward, and Nexus are approved as breakaway connections when installed as illustrated (Figure 9). 33 Plain "S" Slip Hemmed "S" Slip Double "S" Slip E—E —I __J Inside Slip Joint Standing "S" Standing "S" (Alt.) CJ Standing "S" (Alt.) Standing "S" Standing "S" (Bar Reinforced) (Angle Reinforced) (Figure 8 6 in. long V16in. max. — thickness plastic cleats; 12 in. c -c (min. 1 per side) Flanged system angles — (Attach per manufacturer's instructions) Fire Damper Sleeve Do not bolt corners Duct Figure 9 Proprietary Flange System Breakaway Connections (TDC by Lockformer, TDF by Engle) TDC and TDF systems are approved as breakaway connections when installed as described in the TDC or TDF addendum to the SMACNA Duct Construction Standards except the corners may not be bolted. Standard 6 in. (152mm) metal clip may be used with spacing as shown in Figure 10. 3/8 in. (9.5mm) metal bolts and nuts may be used to fasten �BOVB D p together corner pieces (see Figure 11). Typ—1 TDCfMF feint Metal Stud Construction Gypsum Wallboard y Stud or Runner Retaining Mgla } in. Min. L Da^•ae� In metal stud construction, si— exposed steel surfaces need not be covered with gypsum wallboard. Figure 6 Wooden Stud Construction Gypsum Wallboard slleeve gypsum wallboard must cover all wood stud surfaces. Breakaway Connections Traditional Breakaway Style Transverse Joints Transverse joints illustrated at right have always been approved as breakaway connections. SMACNA testing has also approved the following variations as breakaway connections. • The breakaway connections shown (Figure 8) can be applied with maximum of two #10 (19mm) sheet metal C.— screws on each side and on the bottom located in the Drive Slip Joint center of the slip pocket and Figure 7 penetrating both sides of the slip pocket. • Transverse joints illustrated can be applied as top and bottom joints with Drive Slip - side joints in duct heights up to 20 inches (508mm) See Figure 7. Round and Oval Duct Breakaway Connections Round or flat oval ducts connected to Type R or O damper collars shall be attached with #10 (19mm) sheet metal screws as follows: • Ducts to 22 in. (558mm) wide (or dia.) and smaller shall have three screws. • Ducts larger than 22 in. (558mm) wide (or dia.) up to and including 36 in. (914mm) wide (or dia.) shall have five screws. NOTE. All breakaway connections described may have duct sealant applied, PA2084T duct sealant adhesive manufactured by Precision, DP1010 water base duct sealant manufactured by Design Polymetrics, Grey Pookie, Ductmate PROseal®, or CL Ward S Seal in accordance with SMACNA recommendations. Manufactured Flanged System Breakaway Connections Flanged connection systems manufactured by Ductmate, Ward, and Nexus are approved as breakaway connections when installed as illustrated (Figure 9). 33 Plain "S" Slip Hemmed "S" Slip Double "S" Slip E—E —I __J Inside Slip Joint Standing "S" Standing "S" (Alt.) CJ Standing "S" (Alt.) Standing "S" Standing "S" (Bar Reinforced) (Angle Reinforced) (Figure 8 6 in. long V16in. max. — thickness plastic cleats; 12 in. c -c (min. 1 per side) Flanged system angles — (Attach per manufacturer's instructions) Fire Damper Sleeve Do not bolt corners Duct Figure 9 Proprietary Flange System Breakaway Connections (TDC by Lockformer, TDF by Engle) TDC and TDF systems are approved as breakaway connections when installed as described in the TDC or TDF addendum to the SMACNA Duct Construction Standards except the corners may not be bolted. Standard 6 in. (152mm) metal clip may be used with spacing as shown in Figure 10. 3/8 in. (9.5mm) metal bolts and nuts may be used to fasten �BOVB D p together corner pieces (see Figure 11). Typ—1 TDCfMF feint Clip Spacing Std. Clip Length a 9 in. 6011, Duct 4 Req'd. 98 in. Duct 3 ,.q d. in. r-- 1 y1 7,n. 5',,. r— 1 —.1 5 Duct End Flange — ban al) 36in. Duct 3 Req'd. —+1 5 in 5 in. 24 "' Duct 2 Req'd. Ll 18- Duct & Smaller I Req'd. rL Figure 11 Ouct Figure 10: Detail of proprietary flanged system breakaway connections. Damper Maintenance Dampers do not typically require maintenance as long as they are kept dry and clean. If cleaning is necessary, use mild detergents or solvents. If lubrication is desired for components such as axle bearings, jackshaft bearings and jamb seals, do not use oil-based lubricants or any other lubricants that attract contaminants such as dust. Dampers and their actuator(s) must be maintained, cycled, and tested a minimum in accordance with: • The latest editions of NFPA 80, 90A, 92A, 926, 101, 105, UL864, AMCA 503-03 and local codes. • Actuator manufacturer recommendations. Damper Troubleshooting The following is a possible cause and correction list for common concerns with the dampers. Symptom Possible Cause Corrective Action Frame is 'racked' causing blades Adjust frame such that it is square and plumb to bind on jamb seals Actuator linkage loose Close damper, disconnect power, adjust and Damper does not tighten linkage Defective motor Replace fully open and/or close Screws in damper linkage Damper installed too far into wall. Move out to line as designated on damper label Contaminants on damper Clean with a non -oil based solvent (see Damper Maintenance) RRL or TOR sensor Heat Push reset button located on backside of tripped RRL or TOR Damper does not No power supplied to the actuator Add power supply operate Our Commitment As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifications without notice. Specific Greenheck product warranties are located on greenheck.com within the product area tabs and in the Library under Warranties. LdGREENHECK Building Value in Air. Phone: (715) 359-6171 • Fax: (715) 355-2399 • E-mail: gfcinfo@greenheck.com • Website: www.greenheck.com 461337. ODFD OFD Rev. 14, August 2013 Copyright 2013 © Greenheck Fan Corporation 34 Return to Table of Contents OGREENHECK Document number 474015 Building Value in Air. Single Side Retaining Angle Installation Instructions Supplement Refer to: 'Installation Instructions for FD. DFD. SSFD. & KFD Models' (Part #452763) or 'Installation Instructions for FSD-XXX. DFD -XXX. SSFSD- XXX & CFSD-XXX Series Fire & Combination Fire Smoke Dampers' (Part #461336) or 'Installation Instructions for FD & DFD 150X Series Curtain Fire Dampers' (Part #453946) for additional details. These instructions apply to 11/2 hour rated combination fire smoke dampers and curtain fire dampers mounted in masonry or block walls, metal stud walls, wood stud walls or concrete floors. Specific requirement in these instructions are mandatory. These instructions meet the requirements of NFPA 90A (Standard for the Installation of Air Conditioning and Ventilating Systems). Vertical mount dampers up to a maximum size of 80 in. W x 50 in. H (2032mm x 1270mm), 50 in. W x 80 in. H (1270mm x 2032mm), or 40 in. W x 100 in. H (101 6mm x 2540mm) or horizontal mount dampers up to a maximum size of 144 in. W x 96 in. H (3658mm x 2438mm) may be installed as illustrated below. Larger damper assemblies require retaining angles on both sides of the partition. Note: Model specific size limits can be found in the base installation instruction documents noted above. 1. Clearance Requirements On vertical mount single side angle installations there are no minimum clearance requirements between the wall opening and the damper sleeve. However, to facilitate installation, clearances between the wall opening and the damper sleeve are recommended. On horizontal mount single side angle installations a minimum clearance is required between the outside of the damper sleeve and the floor opening of 1/8 in. per foot (3mm per .3m) of damper width and 1/8 in. per foot (3mm per .3m) height with a minimum clearance of 1/4 in. (6mm). The maximum overall clearance is 1 1/2 in. (38mm), 2. Securing the Damper/Sleeve Assembly to Wall/ Floor Opening Retaining angles must be attached to both the sleeve and the partition (see figures 1-8). • Retaining angles for dampers with a width and height of 48 in. (1219mm) or less must be a minimum of 20 ga. (1 mm). Retaining angles for 35 FD & DFD Series CeUL U$ 142 Hour Fire Dampers and FSD Series W2 Hour Combination Fire Smoke Dampers "UL CLASSIFIED (see complete marking on product)" "UL CLASSIFIED to Canadian safety standards (see complete marking on product)" Standards UL 555 & 555S Classifications Filed at UL under Listing #R13317 Single side retaining angle dampers with a width or height greater than 48 in. (1219mm) must be a minimum of 16 ga. (1.5mm). The leg of the retaining angle on the damper sleeve shall be a minimum of 1 1/4 in. (32mm). The leg of the retaining angle on the wall/floor shall be long enough to cover the annular space and overlap the wall/floor by at least 1 in. (25mm). For metal stud partitions only, the single -side mounting angle may be directly attached to the metal stud prior to the installation of the drywall. • Retaining angles must be attached to the sleeve using one of the methods shown below: • tack or spot welds • #10 sheet metal screws • 1/4 in. (6mm) nuts and bolts • Retaining angles must be attached to the partition using one of the methods shown below: • Drywall screws of a length such that the screw engages the steel stud/track by 1/2 in. (13mm) (steel framing). 2. Securing the Damper/Sleeve Assembly to the Wall/Floor opening cont....... • Drywall screws of a length such that the screw engages the wood stud by 13/4 in. (44mm) (wood framing). • Steel anchors or self tapping concrete screws penetrating masonry or block 11/4 in. (31 mm). • A minimum of two connections per side are required. Additional connections must be Damper Sleeve k,�-2Min. Runner /2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design for Additional Details) ngle Fastener ee Section 2) Figure 1: 1 Hour Wall Rating 1/2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design 2 1/2in. Min. for Additional Details) Metal Stud �— or Runner Damper Angle Fastener Sleeve (see Section 2) Figure 3: 1 Hour Wall Rating Damper Sleeve 2 1/2 in. Min. Stud or Runner 1/2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design for Additional Details) Angle Fastener (see Section 2) Figure 5: 1 Hour Wall Rating 36 Damper Sleeve made at a maximum of 12 in. (305mm) O.C. (on center) maximum for openings of 48 in. W x 36 in. H (1219mm x 914mm) and less, and 6 in. (152mm) O.C. (on center) for openings 80 in. W x 50 in. H (2032mm x 1270mm), 50 in. W x 80 in. H (1270mm x 2032mm), and 40 in. W x 100 in. H (1016mm x 2540mm) or less. 2 1/2 in. min. Stud or Runner Two layers of 1/2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design for Additional Details) Angle Fastener (See Section 2) Figure 2: 2 Hour Wall Rating Two layers of 1/2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design for Additional Details) 21/2 in. min. Metal Stud or Runner Damper11 Sleeve J `J <� Angle Fastener Figure 4: 2 Hour Wall Rating Damper Sleeve 2 1/2 in. Min. Stud or Runner /2 in. UL Classified Gypsum Wallboard (see UL Rated Wall Design for Additional Details) Angle Fastener (see Section 2) Figure 6: 2 Hour Wall Rating 2. Securing the Damper/Sleeve Assembly to the Wall/Floor opening cont....... Damper Sleeve Masonry or Concrete Wall ` 4 y T i a= Angle Fastener (see Section 2) Figure 7: Masonry or Concrete Wall Grille Installations (Dampers up to 36 in. x 36 in. [914mm x 914mm] maximum) • Angle legs may be reversed and one leg inserted into the wall/floor opening. Retaining angles used in conjunction with grille installations must be a minimum of 20 gauge (1 mm) steel and have a minimum of 5/8 in. x 1 in. (15mm x 25mm) 20 gauge (1 mm) steel. Damper Sleeve Sleeve #10 sheet metal screws spaced 6 in. on center and a maximum of 2 in. spaced 6 i,. on center from the corners (minimum of 2 screws per �— 2 1/2 in. Min. side). Screw into studs so Stud or Runner as to avoid space 1/2 in. UL Classified conflicts with the grille Gypsum Wallboard (see Angle Fastener UL Rated Wall Design (see Note 2) for Additional Details) L Retaining Angle L Grille (supplied (See Section 2) by others) Top Side Angle Fastener Damper(see Section 2) Sleeve Masonry or Concrete Floor Figure 8: Concrete Floor Note: For horizontal installations, retaining angles must be mounted on top side of partition. Space screws a maximum of 6 in. (152mm) on center and a maximum of 2 in. (51 mm) from the corners (minimum of 2 screws per side). See Figure 9 and Figure 10. Note: Screws used to attach grille are allowed to penetrate reversed angle leg. Damper Sleeve #10 sheet metal screws spaced 6 i,. on center and a maximum of 2 in. —2 1/2 in. Min. from the corners (minimum of 2 screws per Stud or Runner Two layers of side). Screw into studs so 1/2 in. UL Classified as to avoid space Gypsum Wallboard (see conflicts with the grille UL Rated Wall Design for Additional Details) Angle Fastener (see Note 2) Retaining Angle Grille (supplied (See Section 2) by others) Figure 9: 1 Hour Wall Rating Figure 10: 2 Hour Wall Rating OGREENHECK Copyright © 2013 Greenheck Corporation P.O. 8o 410•schorefd, w1 544 76-04 10 • 715.359.6171•g—,h-k— 474015 Single Side Retaining Angle Suppl Rev. 3 Jan 2013 37 E13EM, M Get the free mobile app at httpJ/gettag.mobi &GREENHECK P.O. S-410 • Schofield, W154476-0410 - 715.359.6171 • g,.-h-k.— Copyright ©2013 Greenheck Fan Corporation 826251 Curtain Packet August 2013 CONTROLLED AIR, LLC. TESTING AND BALANCING OF MECHANICAL SYSTEMS DENVER, COLORADO 303-883-4588 JEFFERSON CENTER CRISIS CENTER AT WITHDRAWAL MANAGEMENT 4643 WADSWORTH BLVD WHEAT RIDGE COLORADO CONTROLLED AIR, LLC. TESTING AND BALANCING OF MECHANICAL SYSTEMS GENERAL INFORMATION DENVER,COLORADO 303-883-4688 PROJECT: JEFFERSON CENTER CRISIS CENTER AT WITHDRAWAL MANAGEIV�"— LOCATION: WHEATRIDGE COLORADO ARCHITECT BOULDER ASSOCIATES MECHANICAL ENGINEER MEA CONSULTING ENGINEERS GENERAL CONTRACTOR A&B BUILDERS BALANCING CREW Raymond Lamp / Curtis McNair DATE 3-22-2018 DIFFUSERS AND REGISTERS AND GRILLES SIDEWALL DIFFUSER INSTRUMENTS USED VELOMETER SHORTRIDGE FLOW HOOD ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER FLUKE VOLTMETER FLUKE INCLINED DRAFT GAGE MAKE MAGNEHELIC GAGE DWYER 0"-1" PRESSURE GAGE PRESSURE GAGE -DIFFERENTIAL PYROMETER THERMOMETERS DIFFUSERS AND REGISTERS AND GRILLES SIDEWALL DIFFUSER MAKE TYPE CEILING DIFUSER MAKE TYPE RETURN REGISTER MAKE TYPE SUPPLY REGISTER MAKE TYPE RETURN GRILLES MAKE TYPE PROJECT ALTITUDE 5280` VELOMETER CORRECTION 1.10 APPLIED TO AREA (K -FACTOR) X VELOCITY STATIC PRESSURE CONNECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED "J CONTROLLED AIR, LLC. DENVER,COLORADO AIR SYSTEMS RECAP SHEET JOB:JEFFERSON CENTER CRISIS CENTER FUNCTION UNIT NO. ZONE OR MAIN REQ'D CFM _ FM ACT'L CFM % OF REQ'D REMARKS SUPPLY Z-1 MAIN 2250 0 0 NOT IN CONTRACT SUPPLY Z-2 MAIN 1620 1490 92 SUPPLY Z-3 MAIN 1300 1225 94 SUPPLY Z-4 MAIN 1515 1395 92 0 w 0 Z Q J J m Q Q ~ w U z o J U � O � O ry IL' N Q uiUJ I- U U) LLJ C/) U 0 J ZO Z .J W w LLI z z F- 0 CO LLJ 0a0) O U z U a-ua. 111�■1� �'� � 0 0 Q 0 J 0 0 Q C) /W Z MJ W Q N � 7F 7 F - Q LL1 U Z O J LU C) to 0 LL 7J5 LJZ �Y0'N (.JOS Q 1- 0 Q Z U UOQ C7 J Olt J JX Q WW LL T 0 00 0,00 LU W Z U°LU } ixoa U M-iLL "m r ni IYl�lw „ �a§i W � ,. �� +� 5a - .._. _. ... INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection he following business day PERMIT: 40M0Jffi ADDRESS:�j� A 6l JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 1206 kniatrr ilndernreuntt Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS 7c V PERMIT: 00�(&bW ADDRESS: IU410JOB COUa�DE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. "For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection''* 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed a d approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is ssued. Approval of the Final Building Inspection does not constitute authorization of occupanc For Low Voltage permits please be ure that rough inspections are completed by the Fire District and Electrical low voltage by the Building ivision. n �l a� F , �i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 116 y3 y9 5tilr:A A/i Permit Number: 9, 017 oa .,)-q 9 ❑ No one available for inspection ime 1 AM/PM Re -Inspection required: Yes 60) When corrections have been made, call for re -inspection at 303-234-5933 Date: V� //l Inspector: T # DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (� F Job Address: 'Vq 115 Wo//`1151v Permit Number: 20 087 f ❑ No one available for inspection: Time /(/��'"' AM/PM Re -Inspection required: YesNo When coorrectio have been made, call for re -inspection at 303-234-5933 Date: / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �,�Inspection Type: F M Job Address: Permit Number: 9 -0i -104q l7'cl e ❑ No one available for inspection: Time AM/PM Re -Inspection required: a No When correc ons ave been made, call forFre-inspection at 303-234-5933 Date: � Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kim Cook, Building Division SUBJECT: Refund for Permit DATE: March 30, 2018 Reason: Contractor reduced scope of work for 4643 Wadsworth Boulevard and reduced valuation by $158,780.00. Difference in permit fees and use tax needs to be refunded. Please refund: Contractors License$ (acct 01-510-00-513) 80% permit fee: $ 583.08 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 100 % use tax: $2,377.62 (acct 01-500-02-505) 2nd Plan Review Fee: ($983.19) Total Refund Due: $ 1,977.51 TO: A&B Builders Inc. 2810 W. 8th Avenue Denver CO 80204-8555 Thank You! K,;,r C004 Permit Technician i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -5 Job Address: 1-1611-5U✓�r Su-o� f �I g/yam% Permit Number: ?G 1709, 27 9 ❑ No one available for inspection: Time ` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / Inspector: 118-H DO NOT REMOVE THIS NOTICE L! i CITY OF WHEAT RIDGE Building Inspection Division - (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -F,::) W 5 3 Q (-:) Job Address: '4 C, H -3 R,Lv rc) Permit Number: (� O `i i?-) ❑ No one available for inspection: Time CA PM Re -Inspection required: Yes No i a ? When corrections have been made, call for re -inspection at 303-234-5933 Date: a 51 / a Inspecto . .- ____lot , DO NOT REMOVE THIS NOTICE ®® I s_ CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3� y �� rt�0 , 'j . Job Address: '-1 1+3 RLV-0 Permit Number: 0 O (-4 9 KotmL f )j-v`Nej — V r f (C KIVL,t `.� f -C d 11� 8 4 f c1 L/ +,/-' C+ dvf'.. v in ❑ No one available for inspection: Time qrJ WPM Re -Inspection required: Yes 6� When corrections have been made, call for re -inspection at 303-234-5933 Date:,Q) 0 d ) `d Inspectorc`�'..:�. U DO NOT REMOVE THIS NOTICE 0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 i :? JR . ri T- Job Address: 4 1 WJ c_A :5 41 �L� (� Permit Number: CD D) 7 a � � ` 9 Ws n7 ❑ No one available for inspection: Timee ' ` QIPM Re -Inspection required: Yes N = When corrections have been made, call for re -inspection at 303-234-5933 Date: ,,,) /Q i /)!Z, Inspector" ? c� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 1 -- Q .tq - C - Job Address: 9 (o Ll 3 Wad 5 L 0,cA)j PL1�Y� Permit Number: DO/_4 0 1 ❑ No one available for inspection: Time owM Re -Inspection required: geNo When corrections have been made, call for re -inspection at 303-234-5933 Date: _7/Z 00 Inspector: -&T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30 A CG Job Address: y "4S &4-o,, f 7 64,d Permit Number: 9-0/7©6, ?-qP ❑ No one available for inspection: Time AM/PM oes Re-Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,q /3 1 Inspector: x 7— H DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No 1 When corrections have been made, call for re -inspection at 303-234-5933 Date:-- ' 13 ' / Inspector: � 6i da -�- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201708298 PERMIT NO: 201708298 ISSUED: 01/03/2018 JOB ADDRESS: 4643 Wadsworth BLVD EXPIRES: 01/03/2019 JOB DESCRIPTION: Permit for a Landlord Improvement: Entire 2nd floor (interior changes only) changes include; Demo of interior space, new bathrooms, kitchen/breakroom, new office spaces for Crisis Center/Withdrawal management for Jefferson Center for Mental Health Tenant space is 5974 sq ft; This permit to include all MSPS **REVISION: Scope of work reduced: removed one of the storage rooms, cut t -bar grid area by one-half, cut demo area by one-third, deleted 5 rooms, relocated break room, closer to existing plumbing, deleted staff -only bathroom; Reduced valuation by $158,780.00 *** CONTACTS *** OWNER (303)657-3700 RECOVERY FOUNDATION INC THE GC (303)778-8555 Alan Waring & Michael Palmer 060220 A&B Builders, Inc. SUB (303)450-7805 Allen J. Sauer 060221 ProWest Electric, Inc. SUB (303)777-1234 James & Richard Pasterkamp 017887 Pasterkamp Heating & Air Cond. SUB (303)366-4905 Arapahoe 019288 ARAPAHOE FIRE PROTECTION, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 550 / Medical Office BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 158,780.00 FEES Total Valuation 0.00 Plan Review Fee 1,456.94 Use Tax 3,334.38 Permit Fee 1,512.60 Plan Review Addtiona 983.19 ** TOTAL ** 7,287.11 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. All roughs to be done at Framing Inspection. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201708298 PERMIT NO: 201708298 ISSUED: 01/03/2018 JOB ADDRESS: 4643 Wadsworth BLVD EXPIRES: 01/03/2019 JOB DESCRIPTION: Permit for a Landlord Improvement: Entire 2nd floor (interior changes only) changes include; Demo of interior space, new bathrooms, kitchen/breakroom, new office spaces for Crisis Center/Withdrawal management for Jefferson Center for Mental Health Tenant space is 5974 sq ft; This permit to include all MEPS **REVISION: Scope of work reduced: removed one of the storage rooms, cut t -bar grid area by one-half, cut demo area by one-third, deleted 5 rooms, relocated break room, closer to existing plumbing, deleted staff -only bathroom; Reduced valuation by $158,780.00 I, by m signature, do hereby atthat the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertOnned and that all work t e performed is disclosed in this document and/or its' accompanying approved plans and specifications. J Signature of OWNER CONTRACT*)(Circle one) Date I. This permit was issued ba a_the.i mation provided in the permit application and accompanying Flaps and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpenmt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief_ ildi Ofc')al a Date REQUESTS MUST B D "al S�9PM °BU'SSNESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6ai Pjd COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ( 11 , It Plan/Permit # 201 �0812_`I Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: y 1043 WA -L? S W02T1j M Wp . Property Owner (please print): JGJ: - SQlq Cctt7C�L FCS 1�rt Phone: 303" 432-5135 Property Owner Email: LC@ 3Lm h • ocQ Mailing Address: (if different than property address) Address: City, State, Architect/Engineer E-mail: Phone: 3L� 3CIS Contractor: Contractors City License #: (00220 Phone: 3C3 - -9--76- 6355_-T Contractor E-mail Address:`<S6) aandbb%4; bders,rLef For Plan Review Questions & Comments (please print): CONTACT NAME (please print): e'LLhiVy H!F-SS Phone: CONTACT EMAIL(p/ease print): eke-g.S aQndbbL 6Idcff. net Sub Contractors: Electrical: P9-0We6-T tC'uec, W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: P W.R. City License # Complete all information on BOTH sides of this form [YCOMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ErOTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) GH646V4> LAN -f 01I "M'la''l"' A;% rPE,2lu mtr ) L 2 ial ? 06 2-9 8) Sq. FULF Amps 11`3L1VAD �rULC -Jt� - 9-►ep 7v q5t ��DufiCSr �Gll't�-�(fi F�"10U1�#1'" � � 113,22Q� Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRALTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: I 1 ► ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of Wheat Ridge Commercial Miscellan PERMIT - 201800255 PERMIT NO: 201800255 ISSUED: 01/25/2018 JOB ADDRESS: 4643 Wadsworth BLVD EXPIRES: 01/25/2019 JOB DESCRIPTION: Demo all existing 1 inch branchlines; install new 1-1/4 inch branchlines above ceiling and add 53 QR SSP sprinklers, 1 QR SSV sprinkler, and 2 QR HSW sprinklers; 13,452 sq ft total *** CONTACTS *** OWNER (303)425-0300 JEFFERSON CENTER FOR MENTAL HE *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 550 / Medical Office BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,447.00 FEES Total Valuation 0.00 Permit Fee 26.50 ** TOTAL ** 26.50 *** COMMENTS *** *** CONDITIONS *** Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe attest that I am legally authorized to include all entities named within this document as parties to the work to be performed that 11 to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signa of or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a purnit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinal e or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat jdge COMMUNITY DEVELOPME"j, NT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aki.wheatridae.co.us FOR OFFICE USE ONLY Date: PD11K Plan/Permit # nn)go)\U �SS Plan Review Fee: Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'"" Property Address: q"'5 F->-,4 ` Co yw33 Property Owner (please print): JEffff so -i CE Tim rbz ME m -4L. Phone: 31 Property Owner Email: Mailing Address: (if different than property address) Address: gb`J�S4. 4 100 City, State, Zip: LSJ[E�T#Z�V.IE 3 W woss Architect/Engineer: RJ0'U_')C2 1-ic' Architect/Engineer E-mail: Wm Phone:S- Contractor: i_�&s sok�'Dms Contractors City License #: N/A Phone:3> Contractor E-mail Address: /�,U�R� /� �. .� 6 [',v�oEns , cor• For Plan Review Questions & Comments (••p//lease print): CONTACT NAME (please print): COr^FRoN V4-jQCrLwErt.KE^i Phone: ILS 3ZS 36()3 CONTACT EMAIL(p/ease print): C�aMEeoN�. Al2r�t'a�taE�iaE•c,on Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: I" , P -F W.R. City License # t� �C►Z Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) FiR SQPMEss,O-J (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �)Er^0 aL` E�1sTlat- I l-.►sr,Au. ,.,sEt-./ 174' 1&R.AwC,14LI..a1Ci MQ -4t: CZtl. " & ADD ('5) QR SSP SPR%-Jv("R-S) (1' Q2 5S�% SPR t--t4LEKR I �?) Q2 WSLI SP2ur(►.OtS. Sq. Ft./LF ��� �Sz S�1 7 T01— Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) /9) gq-�.ov OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (C CT R) Signature (first and last name): DATE: 1 Z S ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 1/23/2018 MobileEyes 4114" West Metro Fire Protection District 433 S. Allison Pkwy, Lakewood, CO 80226 (303) 989-4307 To schedule an inspection go to www.westmetrofire.ora. Occupant Name: Jefferson Center for Mental Job Number: 171012005 -FS PASS FAIL PASS FAIL PASS FAIL Health Hydrostatic Test Address: 4643 Wadsworth Boulevard Job Description: Demo exisiting 1" branch Wheat Ridge, CO 80033 lines. Install new larger branch lines above ceiling and relocate sprinkler heads. Suite: Permit Number: 171012005 -FS Contractor: Arapahoe Fire Protection Inc. Permit Contacts: None Cameron VanDerwerken Property Use Type: Health care, detention, & Project Cost: $19,447.00 correction, other Inspections Required: Sprinkler Rough Permit Issued On: 1/23/2018 (REQUIRED: The number of heads and on site contractor contact information is required in the notes section below), Hydrostatic Test (REQUIRED: Contact information for the onsite contractor is required in the notes box below), Sprinkler Final (REQUIRED: Number of heads and the contact information for the onsite contractor is required in the notes box below) Permit Expires On: 1/23/2019 Permit: Fire Sprinkler - System Modification ADDITIONAL PERMITS MAY BE INSP #1 REQUIRED INSP #2 INSP #3 INSP #4 PASS FAIL PASS FAIL PASS FAIL PASS FAIL Sprinkler Rough Hydrostatic Test Sprinkler Final COMMENTS: It appears this area can be reasonably isolated in order to perform a 200# hydro test. TO BE BUILT ADHERING TO THE ADOPTED INTERNATIONAL FIRE CODE, NFPA STANDARDS AND FIRE DEPARTMENT REQUIREMENTS. Approval as a result of an inspection shall not be construed to be an approval of a violation of the above requirements. Inspections presuming to give authority to violate or cancel the above requirements shall not be valid. Associated plans for this permit must remain on site and made available to inspectors at all inspections. Failure to comely will result in a re -inspection and associated fee. http://www.mobile-eyes.com/MobileEyes3/TrackPermits_BasicPermit.asp?PID=829&PPID=829 1/2 1/23/2018 MobileEyes POST THIS PERMIT ON THE JOB SITE. http://www.mobile-eyes.com/MobileEyes3[TrackPermits_BasicPermit.asp?PID=829&PPID=829 2/2 (&N West Metro Fire Rescue 433 S. Allison Parkway, Lakewood, Colorado 80226 West Metro Phone: (303) 989-4307 ( www.westmetrofire.org Fire Reeeue TO: All General Contractors and Installers of Life Safety Systems FROM: West Metro Fire Protection District's Life Safety Division SUBJECT: FINAL INSPECTIONS AND TESTING In an effort to assist contractors, as well as our inspectors, in assuring final inspections go smoothly, we respectfully ask that you read and abide by the following measures: • All rough inspections for fire safety systems shall be scheduled by that system's contractor. Rough inspections will not be signed -off until mechanical, electrical and plumbing are in place. • All rough inspections must be completed and passed before any final inspection will be scheduled. (Unless the fire department has approved for the rough and final to be done at the same time.) • It is the General Contractor's responsibility to ensure all rough inspections are completed, all pre-tests have been completed, and any insufficiencies discovered in the pre-tests have been corrected. As well, that all benchmarks on the G.C.'s permit have been signed off except those pertaining to the final inspection. • All FINAL inspections for the life safety systems, as well as the New Building or Tenant Improvement FINAL inspection shall be scheduled by the General Contractor. ALL permits (TI, Alarm, Sprinkler, etc.) and stamped plans pertaining to the project need to be on site at the time of inspection. The space must be ready to turn over to the owner, or "move in ready". • All doors, glass and door hardware, for interior and exterior must be installed, and all flooring, carpet and painting must be completed. All construction trades must be complete and out of the space, and the final clean-up has been completed. • This form, appropriately signed and dated by all contractors, shall be given to the WMFPD inspector at the start of the final inspection. Re -inspection Fees 1st re -inspection - $300.00 / 2nd re -inspection - $600.00 / Each subsequent re -inspection is double the previous. (All re -inspection fees must be paid prior to the scheduling of the re -inspection) Page 1of2 ALL APPLICABLE INFORMATION BELOW SHALL BE FILLED OUT COMPLETELY Job Address: Job Name: General Contractor Company Name: I attest that this project is ready for final inspection and that I have read, understand, and agree to all the requirements of this form. All contractors are done and the final clean-up is complete. (General Contractor Rep Printed Name) (Signature) (Date) $• Fire Alarm Contractor Company Name: I attest that all rough inspections required by this project have been completed successfully, that this work has been fully pre -tested and any insufficiencies have been corrected, and that I am ready for a final inspection. (Fire Alarm Contractor Rep Printed Name) (Signature) (Date) Fire Sprinkler Contractor Company Name: I attest that all rough inspections required by this project have been completed successfully, that this work has been fully pre -tested and any insufficiencies have been corrected, and that I am ready for a final inspection. (Fire Sprinkler Contractor Rep Printed Name) (Signature) (Date) Other Contractor Company Name: I attest that all rough inspections required by this project have been completed successfully, that this work has been fully pre -tested and any insufficiencies have been corrected, and that I am ready for a final inspection. (Other Contractor Rep Printed Name) (Signature) (Date) Page 2 of 2 0 . _ . Fire Protection by Computer Design Arapahoe Fire Protection Inc. 11901 East 14th Ave. Aurora, CO 80015 303-366-4905 Job Name JCMH Wheatridge Drawing 1 of 1 Location 4643 Wadsworth Blvd 2nd fl Remote Area : 1 Contract 7597 Data File 7597- JCMH- CaIcs.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Arapahoe Fire Protection Inc. Page 1 JCMH Wheatridge Date 1/8/2017 Project name: JCMH Wheatridge Location: 4643 Wadsworth Blvd 2nd fl Drawing no: 1 of 1 Date: 1/9/2018 Design HYDRAULIC CALCULATIONS for Remote area number: 1 Remote area location: Detox rooms Occupancy classification: Light Hazard Density: .1 - Gpm/SgFt Area of application: 968 - SgFt Coverage per sprinkler. varies - SgFt Type of sprinklers calculated: QR SSP No. of sprinklers calculated. 10 In -rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 300.087 - GPM @ 72.6374 - Psi Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 1/4/2018 Location: 4640 Wadsworth Blvd Source: Wheatridge Water District Name of contractor. Arapahoe Fire Protection Inc. Address: 11901 East 14th Ave. / / Aurora, CO 80015 Phone number. 303-366-4905 Name of designer: Authority having jurisdiction: West Metro Notes: (Include peaking information or gridded systems here.) Tree system located on 2nd fl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CD N W N ;� c O., cu m CL 0 U U c N U n U) N co i c O U O O N LL N 0) L O m S CL Q � ti r- ti co co MO co X00 O N ti O O coN 2i N — E _O (v -0N CLL I co C 0 ccO O E E EE O @NOCll�(0 r N N >, 5, U) U) U) LU � NN OM co O N � O O O 0 0 v LO cq C:) —O < N Z O J LL O O O r 0 0 LO N N 10 co w L N3 o 0 �a)O m 51 6 Fo 'a a_ > >O Q.0 '2 "O O p 7 ' rn (n U): O N v L cn U M o N . Co N N O �UUU mt- 0 LD 0 It 0 0 - 0 0 O— M � LO C:) O U .M- c- co V M t` co O co O Q (n Z E (D L ?C_ CU O U C U T L ca m IL Q) 7 a E O U d N — M N CO �- r O (V N _ OA co 1 M �— a0 to O CM 7 � W CD Co CL (D O 't 00 00 d �I C1) C14rl. I r NCO((00 O N ( N O N r V M CO v O r M (h U')! N N N N V O O r N N Cl) 00O cn () 0 a) 3 M LO 7 LL > .a mUNQ) N 04 O w C w U D. > aN U) C-4 LL O� co 0 CZ co > U — ' N -p OCD -p N i1. Q) Q. LL 0 Q. v0 co a) cn CD 3'0 O U C_ O L co O CD :3 CA O U CD 30 E E t0 NOS d c3 lD• rL.. U � C a) 0) ,o C D a L �° o CL 3 0 Nov N. C7c �cn U y U)O _nmE m 0 O'f N �000 aLL�� (6 C C E N _E N p C 0-0 j> = O C -p a) N I— Q) 0) CD UU W H a) MSN C 2 '00 CDL 'n CC CO v i Flow Summary - NFPA 2007 Arapahoe Fire Protection Inc. Page 4 JCMH Wheatridge Date 1/8/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 72 1650.0 91.146 300.09 72.637 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S1 113.0 5.6 12.72 19.97 B1 113.5 13.21 B2 112.583 13.79 M1 112.583 14.3 M2 112.583 14.32 M3 112.583 14.57 M4 112.583 15.28 M5 112.583 15.85 M6 112.583 51.13 ST 104.75 56.63 TOR 98.0 61.22 BFP 96.5 73.86 UG 1 94.5 74.76 TEST 100.0 72.64 100.0 S2 113.0 5.6 12.61 19.89 S3 113.0 5.6 13.14 20.3 B3 113.5 13.66 S4 113.0 5.6 11.73 19.18 B4 113.5 12.5 B5 113.5 12.59 B6 113.5 12.94 S5 113.0 5.6 11.98 19.38 S6 113.0 5.6 12.46 19.77 S7 113.0 5.6 12.46 19.76 B7 113.5 13.71 B8 113.5 13.8 B9 113.5 14.21 S8 113.0 5.6 12.95 20.16 S9 113.0 5,6 13.67 20.7 S10 113.0 5.6 14.04 20.98 B10 113.5 14.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Arapahoe Fire Protection Inc. Page 5 JCMH Wheatridge Date 1/8/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 to 131 19.97 19.97 1.049 120.0 0.1298 1T 5.0 0.0 0.0 0.500 5.000 5.500 12.715 -0.217 0.714 K Factor = 5.60 Vel = 7.41 131 0.0 1.682 0.0 13.667 13.212 0.0 to 120.0 0.0 0.0 0.397 1.250 B2 19.97 0.0130 0.0 13.667 0.178 Vel = 2.88 B2 19.88 1.682 IT 9.9 1.125 13.787 120.0 to 0.0 120.0 0.0 9.900 0.0 60.15 Mi 39.85 0.0468 0.0 11.025 0.516 Vel = 5.75 M1 0.0 2.157 0.0 1.250 14.303 56.629 to 120.0 0.0 0.0 0.0 2.923 M2 39.85 0.0136 0.0 1.250 0.017 Vel = 3.50 M2 20.30 2.157 0.0 8.417 14.320 _ to 120.0 0.0 0.0 0.0 9.650 * * Fixed Loss = 9 M3 60.15 0.0298 0.0 8.417 0.251 Vel = 5.28 M3 58.33 2.157 0.0 6.833 14.571 73.864 to 120.0 0.0 0.0 0.0 0.866 M4 118.48 0.1045 0.0 6.833 0.714 Vel = 10.40 M4 20.98 2.157 0.0 4.000 15.285 74.761 to 120.0 0.0 0.0 0.0 -2.382 M5 139.46 0.1412 0.0 4.000 0.565 Vel = 12.24 M5 60.63 2.157 4E 24.613 103.458 15.850 _ to 300.09 120.0 0.0 24.613 0.0 72.637 K Factor= 35.21 M6 200.09 0.2755 0.0 128.071 35.278 Vel = 17.57 M6 0.0 2.157 1E 6.153 1.500 51.128 to 120.0 0.0 6.153 3.392 ST 200.09 0.2756 0.0 7.653 2.109 Vel = 17.57 ST 0.0 2.635 1E 8.237 7.833 56.629 to 120.0 0.0 8.237 2.923 TOR 200.09 0.1040 0.0 16.070 1.671 Vel = 11.77 TOR 0.0 2.635 3E 24.711 4.083 61.223 to 120.0 0.0 24.711 9.650 * * Fixed Loss = 9 BFP 200.09 0.1039 0.0 28.794 2.991 Vel = 11.77 BFP 0.0 6.16 1E 15.101 3.000 73.864 to 120.0 0.0 15.101 0.866 UG1 200.09 0.0017 0.0 18.101 0.031 Vel = 2.15 UG1 0.0 6.16 1T 32.359 120.000 74.761 to 120.0 1G 3.236 35.595 -2.382 TEST 200.09 0.0017 0.0 155.595 0.258 Vel = 2.15 100.00 Qa = 100.00 300.09 72.637 K Factor= 35.21 *NEW S2 19.89 1.049 1E 2.0 0.750 12.609 K Factor = 5.60 to 120.0 IT 5.0 7.000 0.181 B2 19.89 0.1286 0.0 7.750 0.997 Vel = 7.38 0.0 19.89 13.787 K Factor = 5.36 *NEW Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5 Final Calculations - Hazen -Williams Arapahoe Fire Protection Inc. Page 6 JCMH Wheatridge Date 1/8/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "c" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S3 20.30 1.049 IT 5.0 0.500 13.141 K Factor = 5.60 to 120.0 0.0 5.000 -0.217 B3 20.3 0.1338 0.0 5.500 0.736 Vel = 7.54 B3 0.0 1.682 1 T 9.9 9.708 13.660 to 120.0 0.0 9.900 0.397 M2 20.3 0.0134 0.0 19.608 0.263 Vel = 2.93 0.0 20.30 14.320 K Factor = 5.36 *NEW S4 19.18 1.049 1 E 2.0 1.250 11.726 K Factor = 5.60 to 120.0 1 T 5.0 7.000 -0.217 B4 19.18 0.1205 0.0 8.250 0.994 Vel = 7.12 B4 0.0 1.682 0.0 7.542 12.503 to 120.0 0.0 0.0 0.0 B5 19.18 0.0121 0.0 7.542 0.091 Vel = 2.77 B5 19.38 1.682 0.0 7.917 12.594 to 120.0 0.0 0.0 0.0 B6 38.56 0.0440 0.0 7.917 0.348 Vel = 5.57 B6 19.77 1.682 1 T 9.9 3.125 12.942 to 120.0 0.0 9.900 0.397 M3 58.33 0.0946 0.0 13.025 1.232 Vel = 8.42 0.0 _ 58.33 14.571 K Factor= 15.28 *NEW S5 19.38 1.049 1T 5.0 1.750 11.982 K Factor = 5.60 to 120.0 0.0 5.000 -0.217 B5 19.38 0.1228 0.0 6.750 0.829 Vel = 7.19 0.0 19.38 12.594 K Factor = 5.46 *NEW S6 19.77 1.049 1 T 5.0 0.500 12.458 K Factor = 5.60 to 120,0 0.0 5.000 -0.217 B6 19.77 0.1275 0.0 5.500 0.701 Vel = 7.34 0.0 19.77 12.942 K Factor= 5.50 *NEW S7 19.76 1.049 1 E 2.0 4.542 12.455 K Factor = 5.60 to 120.0 1 T 5.0 7.000 -0.217 B7 19.76 0.1274 0.0 11.542 1.470 Vel = 7.34 B7 0.0 1.682 0.0 7.542 13.708 to 120.0 0.0 0.0 0.0 B8 19.76 0.0127 0.0 7.542 0.096 Vel = 2.85 B8 20.16 1.682 0.0 8.750 13.804 to 120.0 0.0 0.0 0.0 B9 39.92 0.0470 0.0 8.750 0.411 Vel = 5.76 B9 20.70 1.682 1 T 9.9 2.292 14.215 to 120.0 0.0 9.900 0.397 M5 60.62 0.1015 0.0 12.192 1.238 Vel = 8.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen -Williams Arapahoe Fire Protection Inc. Page 7 JCMH Wheatridge Date 1/8/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes*`*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 _ 60.62 15.850 K Factor= 15.23 *NEW S8 20.16 1.049 1E 2.0 1.083 12.954 K Factor = 5.60 to 120.0 1T 5.0 7.000 -0.217 B8 20.16 0.1320 0.0 8.083 1.067 Vel = 7.48 0.0 20.16 13.804 K Factor= 5.43 *NEW S9 20.70 1.049 1T 5.0 0.500 13.668 K Factor = 5.60 to 120.0 0.0 5.000 -0.217 B9 20.7 0.1389 0.0 5.500 0.764 Vel = 7.68 0.0 20.70 14.215 K Factor = 5.49 *NEW - --- S10 20.98 1.049 1T 5.0 0.500 14.042 K Factor = 5.60 to 120.0 0.0 5.000 -0.217 B10 20.98 0.1424 0.0 5.500 0.783 Vel = 7.79 B10 0.0 1.682 1T 9.9 9.708 14.608 to 120.0 0.0 9.900 0.397 M4 20.98 0.0143 0.0 19.608 0.280 Vel = 3.03 0.0 20.98 15.285 K Factor= 5.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MATERIAL SUBMITTAL mviviu, %,Viviuuv ovv i 0 Phone: (303) 366-4905 Fax:(303) 366-4966 JCMH WHEATRIDGE 4643 WADSWORTH BLVD WHEATRIDGE, CO 80033 JOB 7597 CAMERON VANDERWERKEN December 4, 2013 Sprinkler 41 a R MICROFAST° AND M icrofastHP® QUICK ICKRESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfase and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass -bulb spray sprinklers available in several different finishes and temperature ratings and K -Factors to meet design requirements. The special Polyester, Polytetrafluoroethylene (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corrosion resist- ant.) 2. LISTINGS AND APPROVALS u� �S cULus Listed: Category VNIV 0 FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: Calendar Number 219 -76 -SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA vas VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE CE Certified: Standard EN 12259-1, EC -certificates of conformity 0786 -CPD -40130, 0786 -CPD -40170 and 0786 -CPD - 40279, 0832 -CPD -2001, and 0832 -CPD -2003 MED Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 0832 -MED -1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41f for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Viking Technical Data may be found on Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:/twww.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 12979 and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 12979, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-C51000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring -Exposed, Screw -Nickel Plated, Pip Cap -PTFE Coated For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT coated. Form No. F 081296 Replaces page 41a -f, dated June 28, 2013. (Changed 06932B to VK3311.) Sprinkler 41b December 4, 2013 R MICROFAST° AND MicrofastHP® QUICK Jill RESPONSE PENDENT NIKJMSPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M -/W, Black Polyester = M -/B, Black PTFE = N, and ENT = JN Temperature Suffix: 135 °F (57 °C) =A, 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, and 286 °F (141 °C) = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 *F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Recessed Pendent Sprinklers: Part No. 16036W/B* (available since 2011) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A'/z' ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5 OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance require- ments. 7. AVAILABILITY The Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Proteci Sprinkl 0 Shlelc 10896 Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/B December 4, 2013 Sprinkler 41 c MICROFAST° AND MicrofastHP° QUICK RES111111tPONSE PENDENT NIKJMSPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES 1 11� Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperaturez Ordinary 135 -F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 -F (65 °C) Green High 286 -F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion -Resistant Coatings': White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C). Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ' The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. 1 1 1 11� Sprinkler Wrench Y - 16036W/B)K)K for installing recessed pendent sprinklers ��A 1/Z' ratchet Is required II 'not avaitab(e from Viking). I I Carefully slide the wrench sideways II II around the protective `- - - cap, ensuring engage- ment with the sprinkler wrench flats, Figure 2: Wrench 16036W/B for Recessed Pendent Sprinklers Sprinkler 41d December 4, 2013 MICROFAST° AND MicrofastHP° QUICK NIKJNG* RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com At01fai Cc�EE' _��L.} Fh Past—. KEY Mtcrofast", and MtcrofastHPO,Quick Response Pendent Sp�nk,1049 � � Ai (�rmRP1ei .. �7 barj �sQ,t Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metric' Inches mm cULus4 NYC' VdS LPCB E Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A1X, 131Y, C4, E4Z AIX, B1Y — — — 18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, 131Y A1X, B1Y A2 A2X, 132Y C2X, E2Y11 C2X, E2Y14 Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 AIX, B1Y C4, E4Z A1X, 131Y A2 A2X C211 06765615 VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A1X, 131Y C4, E4Z A1X, 131Y A2 A212 Small Orifice8 0671869 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 131Y A1X, 131Y 06720Bs VK331 1/2" 15 mm 4.2 57 2-1/4" 58 A1X, 131Y A1X, 131Y 06932B VK3311 10 mm 4.2 57 2-3/8" 60 A2 G313 Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K -Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metric' Inches mm cULus4 NYC10 VdS LPCB 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, B1Y A1X Maximum 250 PSI (17 bar) WWP Small Orifices 1229010 1 VK342 1 1/2" 1 15 mm 1 2.8 1 40.3 1 2-3/16" 56 AIX, B1Y A1X Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 °C) Approved Finishes X - Standard surface -mounted escutcheon or B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93°C) 1 - Brass, Chrome, White Pol ester", Black PolyesterG7, and Black PTFE the Viking Microfast® Model F-1 Adjustable Escutcheon C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 2 - Brass, Chrome, White Polyester', and Black Y - Standard surface -mounted escutcheon or Polyester? the Viking Microfast® Model F-1 Adjustable °C) D - 135 F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 3 - Brass and Chrome Escutcheon or recessed with the Viking °C) Micromatie Model E-1, E-2, or E-3 Recessed E - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 4 - ENT Escutcheon F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) Z - Standard surface -mounted escutcheon or re - G - 155 °F (68 °C) cessed with the Viking Micromatie Model E-1 Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219 -76 -SA. 8 cULus Listed as corrosion resistant. 7 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. I The sprinkler orifice is bushed. 10Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. 11 ((Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -CPD -2001 and 0832 -CPD -2003. 12 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40279. 13 CE Certified, Standard EN 12259-1, EC -certificate of conformity 0786 -CPD -40130 and 0786 -CPD -40170. 145 MED Certified, Standard EN 12259-1, EC -certificates of conformity 0832 -MED -1003 and 0832 -MED -1008. 15 The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. December 4, 2013 Sprinkler 41e MICROFAST° AND MicrofastHP® QUICK N I KJRESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ` DESIGN CRITERIA - UL (Also refer to approval fihart 1 om page 41 d) cULus Listing Reguirements: Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. 1/2' (15 mm) Ir NPT T_1-5/8' (4�) Pendent Sprinkler Ceiling Opening Size 2-5/16' (58,7 mm) minimum 2-1/2' (63.5 mm) maximum (54 mm) f�EW& 1-3/4" (44.5 mm) Installed with a standard 1/8' surface - mounted escutcheon, t�9t$Oh\ 1� T 2' 1-1/2' (38.1 mm) (50,8 mm) Minimum Maximum Installed with a Microfast Model F-1 Adjustable Escutcheon x Note: At maximum, adapter is exposed 1/2" (12.7 mm) from face of ceiling Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon <54 mm) Ceiling Opening Size 2-1/8" 2-5/16" (58.7 mm) minimum (54 mm) 2-1/2" (63.5 mm) maximum 1-3/4" (44.5 mm) Maximum 1 1-1/8" (28.6 mm) Minimum t Installed with a Mlcromatic Model E-1 Recessed Escutcheon 2„ 1-1/8" (28,6 mm) (50,8 mm) Minimum Maximum 1 1 Installed with a thread on Model E-2 Recessed Escutcheon Sprinkler 41 f December 4, 2013 MICROFAST® AND . MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Approval Chart 2 (FMS Tamp—turfs KEy M crofase Quick Response Pendent Sprinklers Finish AUX, Escutch— applicawej ii V Maximum 175 Psi (12 bar) Wi/i/P SprinklerThread Size Nominal K -Factor Overall Length FMApprovals' Base Part No. SIN (Refer also to Design Criteria below.) NPT BSP U.S. metric2 Inches mm Standard Orifice 12979 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 57 A2X, B2Y, C3, D3Z 18021 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y Large Orifice 066668 I VK352 1 3/4" 20 mm 8.0115.2 2-3/8" 60 A2X, B2Y, C3, D3Z 06765B' VK352 1/2" 1 15 mm 8.0 115.2 2-3/8" 60 A2X, B2Y, C3, D3Z Small Orifice° 0671866 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X Approved Temperature Ratings Approved Escutcheons A- 135 °F (57 °C), 155 -F (68 °C), 175 -F (79 °C), X - Standard surface -mounted escutcheon or the Viking 200 °F (93 °C), and 286 °F (141 °C) Approved Finishes Microfast® Model F-1 Adjustable Escutcheon B - 135 -F (57 °C), 155 -F (68 °C), 175 -F (79 °C), 1 - Brass and Chrome Y - Standard surface -mounted escutcheon or the and 200 °F (93 °C) 2 - Brass, Chrome, White Polyester', and Viking Microfast° Model F-1 Adjustable Escutcheon C- 155 -F (68 °C), 175 -F (79 °C), 200 -F (93 °C), Black Polyester' or recessed with the Viking Micromatic® Model E-1, and 286 °F (141 °C) 3 - ENT6 E-2, or E-3 Recessed Escutcheon D - 155 -F (68 °C), 175 °F (79 °C), and 200 °F Z - Standard surface -mounted escutcheon or recessed (93 °C) with the Viking Micromatic® Model E-1 Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. ' This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. FM Approved as quick response control mode standard spray Non -storage sprinklers. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 6 The sprinkler orifice is bushed. ' The 1/2" NPT Large Orifice Sprinkler is Listed and Approved for retrofit only. 6 FM approved as corrosion resistant. i ,fISlt1CR1'f1R1,A FM LOP refer t4 Approval Chad 2 above } r N FM Aooroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non -storage standard spray pendent sprinklers as indicated in the FM Approval Guidet. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. tSprinklers VK302 and VK352 are also FM Approved as quick response Rack Storage standard spray pendent sprinklers. Refer to technical data page 131a -e for Intermediate Level In -Rack Sprinklers. IMPORTANT: Always refer to Bulletin Form No. F091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for gen- eral care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_081296 Replaces page 41a -f, dated June 28, 2013. (Changed 069328 to VK3311.) A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1.0 • Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A-135 and A-795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems` • Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS 1 1.461 1.083 70 1 1/4 2.070 1.418 51 1 1/2 2.547 1.654 44 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS X7 3 9 1 1.00 1.00 1 1/4 1.00 1.00 1 1/2 1.00 1.00 2 1.00 1.00 Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems (�,U1819 Clarkson Road For additional information, 6 �L us (�SvChesterfield, MO 63017 contact your salesperson today at II thJv./) Che MOOSE TUBE COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 USTEo FAX: (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882-4666 FM A CAA company e-mail:sales a. bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. 1 1/4 1.660 1.530 1.442 1.380 1.98 1.00 1 1/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 21/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio BENEFITS • Dual Certified to ASTM A135 and A795. • FM Approved for roll grooved, and welded, and plain -end application in wet systems. • UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. • UL Listed (for US and Canada) and FM Approved for use with Victaulico F114 Fittings in plain end applications. • Lightweight - saves shipping costs, and offers easier handling. • Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. • Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. • Can be used for wet and dry* systems. * Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, s&S (� Chesterfield, MO 63017 contact your salesperson today at usTeo - t ( Bill MOOSE TUBE- COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 v FAX: (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882-4666 FM ACH A company e-mail:sales(cr bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurting obligation. 8/08 PITTINGS D.I. THREADED FITTINGS 0 0 c -IRON ITEM CODE # • / DEG. MAX. WORIUNG P.S.I. LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 DUCTILE IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 500 PSI SERVICE. DUCTILE IRON PER ASTM A 536 GRADE 65-45- 12. DIMENSIONS CONFORM TO ANSI B16.3 CLASS 150. THREADS ARE NPT PER ANSI/ASME 131.20.1 NOTICE: DUCTILE IRON FITTINGS HAVE HIGHER TENSILE STRENGTH THEN THAT OF STEEL PIPE. THEREFORE, OVER TIGHTENING CAN CAUSE DAMAGE TO PIPE DUCTILE NOMINAL SIZE (INCH) -IRON ITEM CODE # • / DEG. MAX. WORIUNG P.S.I. ELBOW DIMENSIONS A B WEIGHT EACH PIECE 1 DB90033 500 1.50 1.50 0.62 11/4 DB90044 500 1.75 1.75 0.90 11/2 DB900551 500 1 1.94 1.94 1.20 2 DB90066 1 500 1 2.25 1 2.25 1.85 A DUCTILE '• D.90 DEG. ELBOW 1 NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A B WEIGHT EACH PIECE 1 X1/2 DB90031 500 1.26 1.36 0.44 1 X3/4 DB90032 500 1.37 1.45 0.52 11/4X1/2 D990041 500 1.34 1.53 0.64 11/4X3/4 DB90042 500 1.45 1.62 0.72 11/4X1 DB90043 500 1.58 1.67 0.75 11/2X1 DB90053 500 1.65 1.80 0.92 11/2X11/4 DB90054 500 1.82 1.88 1.08 2X1/2 DB90061 500 1.49 1.88 1.08 2X3/4 DB90062 500 1.60 1.97 1.24 2X1 DB90063 500 1.73 2.02 1.40 2X11/4 DB90064 500 1.90 2.10 1.52 2X11/2 D890065 500 2.02 2.16 1 1.65 i I i DUCTILE NOMINAL SIZE (INCH) • ITEM CODE # COUPLING MAX. WORKING P.S.I. DIMENSION A WEIGHT EACH PIECE 1 DCL033 500 1.67 0.40 11/4 DCLO44 500 1.93 0.57 11/2 DCL055 1 500 2.15 0.75 2 DCL066 1 500 2.53 1.15 Page 40 THREADS WHICH MAY CAUSE LEAKAGE. DUCTILE IRON FITTINGS SHOULD BE TIGHTENED THREE TURNS BEYOND HAND TIGHT. BUT NO MORE THAN FOUR TURNS. DUCTILE • DEG. ELBOW NOMINAL NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT A B EACH PIECE 1 DB45033 500 1.12 1.12 0.46 11/4 DB45044 500 1.29 1.29 0.73 11/2 DB45055 500 1.43 1.43 0.92 2 DB45066 500 1.68 1.68 1.50 DUCTILE • COUPLING NOMINAL NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT A B EACH PIECE 1 I T333 500 1.50 1.50 0.85 11/4 DT444 500 1.75 1.75 1.22 11/2 DT555 1 500 1.94 1.94 1.55 2 DT666 1 500 2.25 2.25 2.45 IDUCTILE IRONr COUPLING NOMINAL ITEM MAX. DIMENSION WBGHT SIZE CODE WORKING EACH (INCH) # P.S.I. A PIECE 1X1/2 DRC031 500 1.69 0.39 1 X3/4 DRC032 500 1.69 0.53 AFITTINGS ,w nrst�r,,,r , fs r�.r rtpn r -d" t OUTSIDE HEAD -_ r - INSIDE HEAD DUCTILE • ,• LISTED NOMINAL SIZE (INCH) ITEM DIMENSIONS CODEWT' # A B STYLE C EACH 1x1/2 DBUSH31 0.75 0.25 1.42 OUT 0.22 1x3/4 I DBUSH32 0.75 0.25 1.42 OUT 10.17, 1 1/4x1 DBUSH43 0.80 0.28 1.76 OUT 0.28 1 1/2x1 DBUSH53 0.83 0.31 2.00 OUT 0.44 1 1/2x1 1/4 DBUSH54 0.83 0.31 2.00 37 DBUSH63 0.88 0.41 1.952x1 1/4 DBUSH64 0.88 WOUT0.302x1 0.34 2.48 2x1 1/2 DBUSH65 0.88 0.34 2.48 ULC<F>M r ,• LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 r -• r ,• NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS A C WEIGHT EACH PIECE 500 1 1.50 . 62 jB .31 500 1 3 4 332 500 1.37 37 1.45 0.73 1.94 1.90 2 DXO66 500 2.25 01 3 4 1 323 500 1.50 45 1.50 0.76 11/2X1 DX053 500 6 6 1.48 .9 1 1 112 335 500 1.80 1.80 1.65 1.16 11/4X1 X34 DT432 500 1.45 1.37 1.62 0.90 1 1 4X1 X1 V4 DT434 500 1.75 1.67 1.75 1.08 1 1 4 1 1/4X1/2 D 441 500 1.34 1.34 1.53 0.86 114 114 1 443 500 1.58 0.95 1 4 .-8'U- 1.41 1 4 1 1 4 2 T446 500 2.10 1.75 g.8 g1.75 1 1 2 1 3 4 D 532 500 1.52 1.14 112 1 114 534 500 1.82 1.67 1.88 1.34 500 1.4 1.6 1 1 2 1 4 1 D 543 500 1.65 1.58 1.80 1.25 1 172X! 1 2 1 2 551 500 1.41 1.41 1.16 1.15 112 112 1 553 500 1.65 1.65 1.80 1.30 1 1 2 1 1 2 2 556 500 2.16 2.16 2.02 1.98 1 4 64 .2 2.3 1 6 0 .6 1. 2X1 1/2X1 DT653 500 1.73 1.65 2.02 1.64 2X1 1/2 114 DT654 500 1.90 1.822.10 1.80 2X1 1/2X1 §T_ 2.06 2X1 1/2X2 D 656 500 2.25 2.16 2.25 2.35 2X2 3 4 ---D 662 500 1.60 1.60 1.97 1.68 2 2 1 1/4 D 664 1 500 1.90 11A-01-2.10 2.04 2X2 1 DT667 1 5UU.6 2.60 2.39 3.61 DUCTILE -•CROSS ,• NOMINAL SIZE (INCH) NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKINGEACH P.S.I DIMENSIONS A B WEIGHT PIECE 1 DX033 500 1.50 1.50 0.98 1 1/4 DX044 500 1.75 1.75 1.50 11/2 DX055 500 1.94 1.94 1.90 2 DXO66 500 2.25 2.25 2.95 11/4X1 OX043 500 1.58 1.67 1.27 11/2X1 DX053 500 1.65 1.80 1.48 2X1 DX063 500 1.73 2.02 2.10 1 DUCTILE .• ,• NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSION A WEIGHT EACH PIECE 1 DCP003 500 1.16 0.32 11/4 DCP004 500 1.28 0.43 11/2 DCP005 1 500 1 1.33 0.60 2 DCP006 1 500 1 1.45 0.91 Page 41 Threaded Mechanical Branch Tee /,NVI Star Fire Products Division of Anvil' International SPF/ANVIL" Model MT -30 mechanical tee serves the same function as MT -1 & MT -8 but uses a steel electro -plated U -Bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. MATERIAL SPECIFICATIONS HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12. U -BOLT & NUTS: U -bolt is carbon steel SAE Grade 2, Zinc Plated with plated hex nuts carbon steel ASTM A-194, Zinc Plated. THREADS: MT -30 NPT per ANSI/ASME 81.20.1 COATINGS: ❑ Zinc Electroplated ❑ Other (Specify): Example: RAL3000 or RAL9000 Series For other Coating requirements contact an AnvilStar Representative. Submittal Sheet UL FM APPROVED For Listing / Approval details contact your Anvbtar- Representative. A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok® Xtreme'" Lubricant is recommended. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. ❑ Grade "E" EPDM (Green color code) -40T to 230°F (Service Temperature Range) (-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, salts, oil -free air and many chemical services not involving hydrocarbons, oils or gases. NOT FOR USE WITH HYDROCARBONS. ❑ Other PROJECT O.APPROVAL Project: PAGE 1 OF 2 Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, ��IVVIL REV. 03.03.06-0033 go to www.anvilstar.com or contact your local AnvilStar representative `. ,� Threaded Mechanical Branch Tee /� Star Fire Products Division of Anvil' International Submittal Sheet BSP equivalent is available as a MT -90. NOTE: Tighten nuts alternatively to a recommended torque of 18 -22 h -lbs (25 - 30 N -m) on pipe wall less than schedule 10 or 23 -27 ft -lbs (31 - 37 N -m) on pipe walls schedule 10 and above. PAGE 2OF2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.060034 go to www.anvilstar.com or contact your local AnvilStar representative �\ MT -30 MECHANICAL TEES Hole Diameter Dimensions Nominal 0 D Max. Wk. A�ppprox. Min. Max. A B c T Size Pressure Wt. Ea. Diameter Diameter Take -Out ln.IDH(mm) In,/mm In./mm ln./mtn PSI/bar In./mm Fn./mm I&IMM tn./mm 80 11/4 X 1/2 1.660 x 0.840 11/16 15/i 6 300 21/e V2 21/4 11/8 0.8 32x 12 42.4 x 21.3 30 33 20.7 54 89 57.2 42 C.4 11/4 X 1/4 1.660 x 1.050 11/16 11/16 300 21/e 31/2 21/4 11/e 0.8 32; ? 9 42.4 x 26.7 30 33 20.7 54 89 57.2 42 C.4 11/4 x 1 1.660 x 1.315 11/16 15/16 300 21/4 31/2 21/4 11/8 1.1 32 x 25 42.4 x 33.7 30 33 20.7 58 89 57.2 41 0.5 11/1 X 172 1.900 x 0.840 13/16 15/16 300 21/4 31/2 21/4 11/4 0.8 '10, 12 48.3 x 21.3 30 33 20.7 57 69 572 48 0.4 11/1 x 3/4 1.900 x 1.050 11/16 15/16 300 21/4 3112 21/4 1114 0.9 40 x 19 48.3 x 26.1 30 33 20..7 57 89 51.2 48 0 4 11/2 X 1 1.900 x 1.315 13/16 15/16 300 23/6 3111 21/4 11/4 1.1 40 a• 25 43.3 x 33.7 30 33 20.1 3 i 89 51.2 44 0.5 2 x"1/2: 2.375 x 0.840 13/is 15/16 300 21/2 31/4 21/4 2 0.9 50x 12 60.3 x 21.3 30 0.7 64 95 5/.2 51 V.4 2 x 3/4 2.375 x 1.050 13/16 15/16 300 11/2 31/4 21/4 2 0.9 50x19 60.3x21.1 30 33 20J 64 95 51.2 5i 0.4 2 x 1 2.375 X 1.315 11/16 15/16 300 11/e 31/4 21/4 2 1.1 50,r 25 60.3 x 33 1 30 33 20J IJ 95 51.2 50 0.5 21/2 x 1/2 2.875 x 0.840 13/16 15/16 300 21/4 41/4 21/4 21/4 0.9 65x 12 13.0 x 2 1. 3 30 33 20,7 /0 108 57.2 57 0.4 21/1 x 1/4 2.875 x 1.050 13/16 15/16 300 21/4 41/4 21/4 21/4 0.9 65.e 19 73.0 x 26.7 30 33 20"J 70 108 57.2 51 CA 21/2 x 1 2.875 x 1.315 11/16 15/i6 300 21/8 41/4 21/4 21/4 1.1 65-x 25 73.0 x 33.7 30 33 21./ 113 108 57.2 56 0.5 BSP equivalent is available as a MT -90. NOTE: Tighten nuts alternatively to a recommended torque of 18 -22 h -lbs (25 - 30 N -m) on pipe wall less than schedule 10 or 23 -27 ft -lbs (31 - 37 N -m) on pipe walls schedule 10 and above. PAGE 2OF2 SPF Couplings, Fittings, Flanges, Clamps For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.060034 go to www.anvilstar.com or contact your local AnvilStar representative �\ Fig. 200 - "Trimline" Adjustable Band Hanger Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (21/2" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTm Fig. 200WON. Order By — Figure number and pipe size i3 C Main Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.7325599 • Fax: 909.737.0330 • Customer Service - 800 786.5266 ® www.to/co.com Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31/8 218 400 11 3/4 3/8 8mm or 10mm 31/e 21/2 400 11 1 3/8 8mm or 10mm 318 25/8 400 12 1,& 3/8 8mm or 10mm 31, 27h 400 13 1'/z 3/8 8mm or 10mm 31h 21/e 400 14 2 3/8 8mm or 10mm 4% 3 400 15 21/2 3/8 10mm 55/8 418 600 27 3 3/8 10mm 51/8 4 600 29 3'/2 3/8 10mm 734 51/, 600 34 4 3/8 10mm 71/a 5 1000 35 5 1/2 12mm 91/8 61/, 1250 66 6 1/2 12mm 101/8 61/, 1250 73 8 1/2 12mm 131/8 8'/, 1250 136 Main Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.7325599 • Fax: 909.737.0330 • Customer Service - 800 786.5266 ® www.to/co.com Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material — Carbon Steel with hardened cup point set screw and jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/x" (Fig. 66). Features — All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW -H-171 E, Type 23 and Manufacturers Standardization Society SP -69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro -Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size p, California OSHPD Approved Seismic Restraints System Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/,a 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 11/,5 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11h 1130 55 5/8 1112 11/4 1 9/16 11h 1130 55 * Max. loads for clamp with set screw in up or down position. Component of State of p, California OSHPD Approved Seismic Restraints System OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE, • CORONA. CA 9"2879 - PH 951.737.5599 - FAX 951.737 0330 • CUSTOMER SERVICE • 800.786 5266 ® www.toico.com All I 3. Insert X -Press Anchor , 4 ,Install 4� 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench and 25/64" Drill Bit. Ask your supplier or call us at 800•BUILDEX. XP 200 for 1/4" and XP 20 & XP 35 for 3/8" Rod Expands to provide vertical attachme • Metal Decks (22-16 ga • Purlin (18-16 gauge) Installs inseconds, s s time installation casts. Use in applications where easy access to the the installed fastener is prohibited. No retaining t required. u� Approvals Min Steel Ga. Part # Model- Description ••• Size Pipe Size Test•.• Cm Q 12 ga 8150922 XP 20 Sammy X -Press 20 3/8 -16" 3/4 - 4" 1475 Lbs. 12 ga 8153922 XP 35 Sammy X -Press 35 3/8 -16" 3/4 - 4" 1475 Lbs. " UL 9R21 22 ga 8150922 XP 20 Sammy X -Press 20 3/8 -16" 314.2" 750 Lbs, z 18 ga 8153922 XP 35 Sammy X -Press 35 3/8 -16" 3/4 - 3-1/2" 1250 Lbs. A.. •vals Min Steel Ga. Part # Model Screw Description ••. 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Tenant Finish PERMIT - 201708298 PERMIT NO: 201708298 ISSUED: 01/03/2018 JOB ADDRESS: 4643 Wadsworth BLVD EXPIRES: 01/03/2019 JOB DESCRIPTION: Permit for a Landlord Improvement: Entire 2nd floor (interior changes only) changes include; Demo of interior space, new bathrooms, kitchen/breakroom, new office spaces for Crisis Center/Withdrawal management for Jefferson Center for Mental Health Tenant space is 5974 sq ft; This permit to include all MEPS *** CONTACTS *** OWNER (303)657-3700 RECOVERY FOUNDATION INC THE GC (303)778-8555 Alan Waring & Michael Palmer 060220 A&B Builders, Inc. SUB (303)450-7805 Allen J. Sauer 060221 ProWest Electric, Inc. SUB (303)777-1234 James & Richard Pasterkamp 017887 Pasterkamp Heating & Air Cond. SUB (303)366-4905 Arapahoe 019288 ARAPAHOE FIRE PROTECTION, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 550 / Medical Office BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 272,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,456.94 Use Tax 5,712.00 Permit Fee 2,241.45 ** TOTAL ** 9,410.39 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. All roughs to be done at Framing Inspection. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201708298 PERMIT NO: 201708298 ISSUED: 01/03/2018 JOB ADDRESS: 4643 Wadsworth BLVD EXPIRES: 01/03/2019 JOB DESCRIPTION: Permit for a Landlord Improvement: Entire 2nd floor (interior changes only) changes include; Demo of interior space, new bathrooms, kitchen/breakroom, new office spaces for Crisis Center/Withdrawal management for Jefferson Center for Mental Health Tenant space is 5974 sq ft; This permit to include all MEPS I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specification applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authc 1. by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction this permit. I further attest that I am legally authorized to include al i entities named within this document as parties to the work to be perfo_Zed and that ark to b� performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNMR or,ONRI'I ACTO ircle one) Date 1. This permit was issued m ormation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new pen -nit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of reef Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1�� City of 13 (11 Wheat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033{� Office: 303-235-2855 * Fax: 303-237-8929 C, 1 V Inspection Line: 303-234-5933 Email: perm itsQci.wheatridge.co.us FOR OFFICE USE ONLY Date: (011�'l Plan/Permit # I -<D Sa Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** PropertyAddAJ�yjbjQ50W Property Owner (please print):,WffrcpStkA CaAa% do- g . rlf L l Phone: 303 -`12S-�3ao Property Owner Email: l-.en=ani -0 IQ . 0m, Mailing Address: (if different than property address) Address: ; City State, Zip: WV%PrT gAp e (,n 00033 Architect/Engineer: 'apgUVW_ As6DC.1ATe_c' tklC Architect/Engineer E-mail:L bail Gera sspC u�Gs. c�,�,�ione: 303 -I- Qq''4' 95 Contractor: A i;3 'QUI 1.17G2S Contractors City License #: (o D 2Z-0 Phone: 3Q Contractor E-mail Address: ceAS-Fe( tQ Ackr-Lj 6bl t I I ckrs » ri..d Sub Contractors: 't&1D Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form [COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING '!'COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT 2 -OTHER (Describe)-f'6,ftJt�AR�VE� V-etA 214'0 n = FR- bci�CAES it CoNSUL'jML)� 3 (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, V-b0H S. proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF 53"+4. Btu's Amps Squares 61 Sq. t� 2-0 F4Z Fof- �YaDut. 6l - M 4 '6frtYlr,06" �& �K15 P (� a C W f / LA�-ib LCIZ2 wb1-*— Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2+l -t 0006 a d OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (C NTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) �1 Electronic Signature (first and last name): DATE: io DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTt Reviewer: n OCCUPANCY CLASSIFICATION: 15 Building Division Valuation: $ ! Robin Easterl From: Plan Review <PlanReview@westmetrofire.org> Sent: Thursday, October 12, 2017 2:25 PM To: Robin Easterly Subject: RE: Job # 171012005, Jefferson Center for Mental Health at 4643 Wadsworth Boulevard Wheat Ridge, CO 80033 Your plans and application for review have been received and accepted, and are in the queue. You will be contacted by a plans examiner once the plans have been reviewed. Our turnaround time is approximately 2 weeks. Regards, West Metro Fire Rescue Life Safety Plan Review Desk West Metier Eire IResseus From: Robin Easterly [maiIto:reasterly@aandbbuilders.net] Sent: Thursday, October 12, 2017 2:19 PM To: Plan Review Cc: Ellary Hess Subject: Job # 171012005, Jefferson Center for Mental Health at 4643 Wadsworth Boulevard Wheat Ridge, CO 80033 Please see the attached plan submittal for Job #171012005, thank you! Thank you, Robin Easterly A&B Builders 2810 W. Stn Ave. Denver, CO 80204 Office 303-778-8555 1 Direct 720-390-4460 reasterly@aandbbuilders.net Cell 303-472-2905 ( Fax 303-778-8570 **** WARNING: This email originated outside of Westmetrofire.org. DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. * * * * 1 i 0 0 0 ti 5 OD I I I Melissa Mackey I 1 1111 '' 11 111 1 11 111 111 11 IN Ill! 1111 pil 111 11111 111 1 1111 From: Brooks, Kelly <kbrooks@westmetrofire.org> Sent: Tuesday, October 4, 2016 8:47 AM To: Melissa Mackey Subject: RE: Final Fire Inspections? Hi Melissa- current status: I IR I I I I I I I I !I I III I III I I I I I I I r � I CHZU� Kelly Brooks I I LM Sent: Monday, October 03, 2016 11:21 AM To: Brooks, Kelly <kbrooks,@westmetrofire.o[g> Subject: Final Fire Inspections? ME= I am going thru our list of expired permit letters and found a couple that were pending Fire approval, I was wondering if you might be able to check in to: 171 II I I I IlI lI � MINIMIZER I I III I !I I 1 0 A Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.qLwheatLLdZe.co.us H Arapahoe House, Inc. Or Current Owner/Occupant Recovery Foundation 4643 .s •- • BLVD WHEAT RIDGE CO 80033-3305 Regarding Permit: 20060842; enclosing stairs and second floor landing 4643 Wadsworth BLVDP Wheat Ridge, CO 80033 Our Records indicate that the above noted permit was issued on 09/08/06. our last inspection related to that permit was on NONE. Because of the inactivity on this permit, it will •_ void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician Ity of W COMMI)NITY DEVEIC)PMENT FOR OFFtCE USE ONL Date: C�- Planlftnnit# 5,11",' Plan Review Fee: Building Permit Application �MU;MTIM rimftfiha (please print) iL Address: &got gc> City, tte, dip: t 9, �e �r w/g,o/) alie A? 101,510PA jlte,461� "ho n,e,:, �W- 70v '7 Contractor* 6017 -1 -el -re �& 0,, -a Contractors City License #: Phone:—'7ZO �07- -f? 7 Z ContractorEwm, all Address: e? ec� kee- 14elowl ?-e- - evo M Sero Contractors: Electrical: Ply,mbing Mechanical; W,R, City License # WR City License # W,R, City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE NEW RESIDENTIAL STRUCTURE Q COMMERCIAL ROOFING COMMERCIAL ADDITION 0 RESIDENTIAL ROOFING RESDENTIAL ADDITION X WINDOW COMMERCIAL , . RESIDENTIALO . MECHANICAL SYSTEM/APPLIANCE ., or REPLACEMENT PLUMBING SYSTEM/APPLIANCEREPAIR or «. • y CMENT ELECTRICAL SYSTEwPs. w* r REPLACEMENT x OTHER (Describe) amount of materials to be used, etc.) ♦4 . /k r' Sq. FULF .. Stu's 110, �176? Gallons /I Amps Squares Other Cib" of ]�q"Wheat,R4,jcge CITY OF Wfit EATRIDG E BUILDING AND INSPECTION RVICES DIVISION 7500 W 29tb Ave. Wheat Ridge, CO 80033-8001 p, 303,235,2855,f 303,237,8929 A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist fc - the project type and be attached to the Building Permit Application at the time of submissior, Applications presented for, submission without a completed Proof of Submission form from a requirI agency will not be accepted or processed. Date: _41;17 _j Project Address: 4 Name of Firm/fridividual submitting documZ1 ents: ( 7 1 ( �0056'Zle,' Project Type/Description: Signature of Firm Representative or Individual: I am a duly authorized representative of the agenc indicated below and do, by my signature below, hereby acknowledge receipt of documents necessar, for review and approval of the project indicated above. Agemy _rmprevAlted; (Please check one) Wheat Ridge Fire Protection * Arvada Fire Protection * Wheat Ridge Water District * Consolidated Mutual Water District Valley Water District o Denver Water Agency Notes: (Agency Representative) o Wheat Ridge Sanitation, JDistri o Clear Creek Sanitation Distric o Fruitclale SaKitation District o Westridge Sanitation District o Other Date: Wri Property ner mall Jilin Address (if different than property address) Address: City, State, Zip: _ Contractor. � . Contractors City Licens 'hone- Contra E -mai Address: ��� Sub Contr Electrical: Plumbing: , l: Mechanical: W.R: City License # W.R: City License # W.R. City License Other City Licensed Sub: Other City Licensed Sub: City License ## City License t# Complete all information on BOTH skies of this form Building er it Application r � • � w e «Me w^°t • • Buil ding Division Valuatio This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4643 Wadsworth BLVD Parcel No: 39-232-08-043 Owner: RECOVERY FOUNDATION INC THE • BOX 21316 DENVER CO 80221-0316 Contractor: Allan Ojala 5394 MARSHALL ST # 400 ARVADA CO 80002-3933 METIT-ON9 M*# :gp*2e1ao4P Dave MacDonald From: Dave Brossman <dbrossman@ci.wheatridge.co.us> Sent Wednesday, December 19, 2012 11:19 AM To: Dave MacDonald Cc: Steve Nguyen; Tom Gray John Schumacher Subject: FW: CO Arapahoe House Our PW inspector (Tom) has told me everything looks fine frorn a drainage perspective so I've signed-off on The C.0, for the Arapahoe House project at 4643 Wadsworth Blvd. Have a good day! David F. Birossman, PLS Development Review Engineer/ City Survcyor Phone & Fax: 303.235.2864 rw "Z"ttP'L<1]g, test W K From: Tom Gray vw-e m 01Z_ �*30 AMM To: Dave Brossman Subject: CO Arapahoe House M. k PRIMITIVE! I I ! Pi *UYLA Oty 0 "00 0, of the individual or entity named above. if you afe OWN Mo d l ow this communication in error, please nottly us immetilately 5y e-mail, affacrung me network to which your computer Is connected, Thank you. KONE Elevator I Phone Programmed to phone #-. Elevator 2 Phone Programmed to phone #. Elevator 3 Phone Programmed to phone Elevator 4 Phone Programmed 1 phone Elevator 5 Phone Programmed to phone * Elevator r Phone Programmed 11 • phone Voice Unk Monitoring Agreement x a WF-QHO-102 REV IM006 Original • OHO «►r • s to: Customer • F ile v , : :. Job Address Permit Number Additional lnformation,.Lz� r . ornments ,v , ' ) MEMM CONTROLLED AIR, LL. TESTING: AND BALANCING OF DENVER, COLORADO MECHANICAL SYSTEMS 303- 883 -4688 M A T I I at] ma TESTING AND BA LANCING O MECH , « liwo s • s •, } \ Y VELOMETER SHORTRIDGE FLOW HOOD ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER FLUKE VOLTMETER FLUKE INCLINED DRAFT GAGE TYPE MAGNEHELIC GAGE DWYER , -l" PRESSURE GAGE PRESSURE GAGE-DIFFERENTIAL PYROMETER THERMOMETERS SIDEWALL DIFFUSER MAKE TYPE CEILING DIFUSER MAKE TYPE RETURN REGISTER MAKE TYPE SUPPLY REGISTER MAKE TYPE RETURN GRILLES MAKE TYPE PROJECT ALTITUDE 5280' i W! C i APP AI. AR A 9f VEL ST ! yy�� PR ESSU R E �y P RESSURE i !Yl t lI ... RECOR RE } ME is l AIR SYSTEMS RECAP SHEET JCIS:ARAPAHOE HOUSE • • *iii {ENE RE 'I� ACT °L % OF FUNCTION U OR CFM GFM REQ° REMARKS [ ; fE=F; - 1 MAIN - SUPPLY MAIN 1400 1410 101 EXHALIST MAIN 75 75 100 EXHAUST Elm -2 MAIN 125 130 104 EXHAUST EF 3 MAIN 550 560 102 Denver, Colorado PAGE DATE EQUIPMENT DATA PROJECT ARAPAHOE HOUSE A) UNIT NO. RTU-1 PLAN LOC. MAKE YORK MODEL# ZF036NO82DAA SER, NO. N11<2148295 RATING 1300 CFM SPEED, RPM DIRECT DRIVE B) MOTOR GENTEQ H.P. 3/4 RA TED PF /EFF TYPE PH. 1 RATED SPEED NJG MEAS. VOLTS (LIL) 211 SF N1G RATED VOLTS 230 MEAS. AMPS 5.2 FR. N/G RATED AMPS 6 MEAS. VOLTS (UG) MEAS. KW C) STARTER PART OF PACKAGE SIZE THERMALS (EXIST) AMP. RATING THERMALS REQ *D) AMP. RATING OTHER D) DRIVEN DIRECT DRIVE SHEAVE X BORE DIRECT DRIVE DRIVER SHEAVE X BORE BELTS SIZE X NO. BELTS MOT. ADJ. INIOUT CL DIST. DRIVE CHANGE BELT CHANGE DIRECT DRIVE FINAL RPM DIRECT DRIVE FINAL AMPS 5,2 FINAL KW PF (st) FIN E) FILTER IN -0,12" OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT - 0.34 °" DROP 0.22 " FAN IN -0.34" OUT 0.24" RISE 0.53 PUMP IN OUT RISE REMARKS, 1.71 SQFT X 210 VEL = 360 CFM OSA. 1.71 SQFT X 214 VEL. _ 355 CFM OSA FINAL - 0120 0 0 0 uj z uj 0 I 0 a < < w LU 0 (I) L\ LU 0 LU =(D ui 9 0 w 0 //» cr- 3: < , z 9 Lu t— ® Z U U5 0 L/U. L4 LOW 8 n n Denver, Colorado 1 AIR, LL . PACE DATE A) UNIT NO. EF -1 PLAN LOC.. MAKE PANASONIC MODEL# FV08VS1 SER. NO. 105 RATING 75 CFM SPEED, RPM DIRECT DRIVE B) MOTOR NONE GIVEN H.P. N/G RATED PFIEFF TYPE PH. 1 RATED SPEED N/C MEAS. VOLTS (UL) SF N/G RATED VOLTS 121 MEAS. AMPS 0,2 FR. N/G RATED AMPS 0,22 MEAS. VOLTS (LIG) 119 MEAS. KW ) STARTER NONE SIZE THERMALS (EXIST) AMP, RATING THERMALS (REO - D) AMP. RATING OTHER D) DRIVEN DIRECT DRIVE SHEAVE X BORE DIRECT DRIVE DRIVER SHEAVE X BORE BELTS SIZE X NO. BELTS MOT. ADJ. INIOUT CL DIST. DRIVE CHANGE BELT CHANGE [DIRECT DRIVE FINAL RPM DIRECT DRIVE. FINAL ALPS 02 FINAL KW PF (1st) FIN E) FILTER IN OUT DROP HEAT COIL IN OUT TROP COOL COIL IN OUT DROP FAN IN OUT RISE PUMP IN OUT RISE REMARKS. 1.0 SQFT X 75 VEL = 75 0'1111. 1 .0 SQFT X 75 VEL - 75 CFM FINAL f,01106-70 CONTROLLED AIR, LLC. Denver, Colorado PAGE DATE EQUIPMENT DATA PROJECT ARAPAHOE HOUSE A) UNIT NO. EF-3 PLAN LOC. MAKE GREENHECK MODEL# LD-60 SER.NO. 13006573-1209 RATING 550 CFM SPEED, RPM 1212 B) MOTOR MARATHON H.P. 1/6 RATED PF/EFF TYPE PH. 1 RATED SPEED 1725 MEAS. VOLTS (LIL) SF 115 RATED VOLTS 115 MEAS. AMPS 33 FR. 48Y RATED AMPS 3,6 MEAS. VOLTS (UG) 119 MEAS. KW C) STARTER NONE SIZE THERMALS (EXIST) AMP. RATING THERMALS (REO AMP. RATING OTHER D) DRIVEN AK34 SHEAVE X BORE 314" DRIVER VP 25 SHEAVE X BORE 518" BELTS 31-170 SIZE X NO. BELTS 1 MOT. ADJ. INIOUT CL DI T. DRIVE CHANGE BELT CHANGE DIRECT DRIVE FINAL RPM 1212 FINAL AMPS 13 FINAL KW PF ('It) FIN E) FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP FAN IN OUT RISE PUMP IN OUT RISE REMARKS: 1.0 SQFT X 550 VEL = 550 CFM: 1. SQFT X 560 VEL 560 CFM FINAL 0 550 18x14 In J,VVL � Tic W Plan Building & Inspection Services Di n visio # Permit # 7500 W, 29'" ` Ave,, Wheat Ridge, CO 80033 Office� 303-235-2855 ' Fax 303-237-8929 Vispection F qLiest Une� 303-234-5933 Building Permit Application (Complete aii highfighted areas) PfLoperty Address: - 604>35 Property Owner (plez­ise pr trd Phone Mailing Addr (if differerit that) property adcltess) City, State, Zlp: *fe- Contractor 44)0 0 �_,_ � �`�t � �._ � �.r � �, �w. � _ _.._.. 6 Contractors City License # 4 41 Ttila - Contractors: Electrical: Pium0w Mechanical Csty 1. is r. City L�Cense # City License# C 1 "1 1C tt C3 r 6r (Fully describe work to be performed - Attach additional sheet if necessary) oe_4,tD Contract Value of all work: Review Fee (due at hme t,tf suhrnWat). Squares BTU's Gallcrns Amps Sq F1,_ OWNERICONTR.NC ]'OR SIGNATI REOF l'NDERST, AGREI' , _N I EN T I lwrchv ct"frif% thx the disratwc� pf,,jN , d h� 01k pernil �x,�ijnllv and do not rkdc" or re of fltk, (Ir% tat" Wticat lkidvcor,:Os OWMt,, eawnl,:nt;+ m rc !ord that aH ally ,Aq,nifiwis made an ak`k%iralc thal 1 llaav „md,tgrci: wandc I oit tbi> appficmion and llwl I aN,wiw ftitl YVwT'11' ', 01i lit-, tOr V0111ill4VICe 18 iih Oty of Xk heat Rklg 4:odc, and oldiriankx , fair work under ain permit issued bavd on thi, applw,tiiow dh o l aw dw N:gal owwt of ha" k, hk'ol aulh,6�,�'d h% 01,- lqg,flcm nwv oflh Pro perty io perl'Or"I div dv G,% ork and'im ako arofl,"I/etj K" 01c lk`x_Nd oiN no 0 an k its' mdudcd on to lk dmf isaii[�r on CIRCLECOL (OHALIc ( 0 N 7 = �Tffl) Lr t 1 1710RIZE9 R1,1 \ I I W LI sr'0AIRACIOR) NAML._ '6-K wvm iD,Vz_4lt ...... .... . " fi Wfountain Office M Larson Lane PO Box 1261 Frisco, CO 80443 (303) 591-9258 CA)- VI L A N I K"' V I rEld W R E PU' " R T 4OR jjl� 11 1 "1 This report does not purport to review, interpret, apply, or certify compliance with the accessibility requirements set forth within the Americans with Disabilities Act (ADA). The application, interpretation and enforcement of the ®© are vested with the Federal Department of Justice. Applicants are encouraged to seek professional review to ensure compliance with the ADA. (jv for compliance with the applicable section. The drawings have also been marked with the same designation in the area in question. B = Building Code, M = Mechanical Code, P = Plumbing Code, E = Electrical Code, EL = Elevator Comments The drawings submitted are for the elevator only, since they do not include any plans for the building itself, it is difficult to comment on the plans for building, electric, plumbing, NFPA 13, 72, mechanical, or energy codes. A 17.1 Pits, 2.2.2.5 In elevators provided with Firefighters « Emergency Operation, a drain or sump pump shall be provided. The sump pump/drain shall have the capacity to remove a minimum of 3,000 gallons per hour © elevator. A 17.1 Pits 2.2.2.6 Sumps and sump pumps in pits, where t© shall be covered. Th, e cover shall be secured and level with the pit floor. A 17.1 Pits 2.2.4.6 Means to unlock the from inside the pit shall be provided. The means shall be located, the door in the closed position, in a plane not more than 39 inches horizontally from a rung cleat or step of the pit ladder. A 17.1 Pits 2.2.5 Illumination of pits « °. lighting fixture shall be prov: © ¥» 4 shall conform to 2.2.5.1 thru 2.2.5 The lighting shall provide illuminati .y z, 10 foot candles at the pit floor. The light bulbs shall be externally guarded to prevent contact and accidental breakage. The light switch d < ; °< so located as to be accessible from the pit access door. I A 17.1 Temperature and Humidity 2.7.9.2 Provide equipment to maintain - ©© between 41 degrees and 104 degrees fairenghit. Maintain humidity at less than 95% as per Manufacture, -3- m �� �° �, ., �,,..� �� `�� �. ° °� w � �° I'll 1 51 fAr, m I I HA I p ua �, p ! * I ,j Alt 2 . .... ......... 2- -ill m all-ol CAB HAW ----I I -- 'r-O* DDOR HECH17- 1 1 1 I IN 6 "",- r a t I IN 6 "",- 1/2 SU TO HMR------ �/4 STRVI I 11 I ■ W WALL .. . ......... .. ♦ City of Wheatjddge COM MUNrrY DEVELOPMENT Cityofwheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 November 2, 2012 Katherine Arnold VTBS Architects 1860 Blake Street #170 Denver, CO 80202 [Sent via email to k=old @vtbs. com] Dear Ms. Arnold: This email is a follow -up to your inquiries regarding the landscaping requirements associated with the Arapahoe House addifion at 4643 Wadsworth Boulevard. The addition was approved per building permit #20120670. Included in the approved plan set is a landscape plan (sheet LI.1), which shows two landscaped areas to be added to the property: (1) A 169 - square foot parking lot island adjacent to the northern property line to include 26, five - gallon Blue Chip Juniper shrubs and mulch, and (2) An 87- square foot planted area on the north side of the addition between the entrances to include 34, one - gallon Creeping Grape Holly plants and a 6 -foot Eastern Redbud tree. In addition, the approved landscape plan indicates in note #6 that all irrigation will be by an automatic underground irrigation system. Section 26 -502 of the City code outlines minimum landscape requirements for commercial properties and includes a requirement that all new landscaping be served by an automatic irrigation system. Even with the addition of the two proposed landscaped areas, the property is nonconforming in regards to landscape coverage the number of trees, and the number of shrubs. For these reasons the landscaping and irrigation system shall be installed as they were shown and approved in the plan set per building permit #20120670. If landscaping cannot be installed prior to issuance of Certificate of Occupancy, a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. If you have any further questions or need further clarification, please feel free to contact me at 303 -235 -2845. Sincerely, Lauren Mikulak Planner www.d.whca dge.co.us P A t! ! Ii Electric • 1? Pl • • r + � IIIVo uu i 0 1 Mechanical C ontracto r Whe at ► ; • I ii 1 W— Riff OTIWAW. 1= MM;MAM*YAlfJ-= Agency Notes: 'F- 51" 1 L-Y- rl e' N fi 2 Signature: h�f�2 Date.- lout 1 1AIM U4911 V Project Address: ' Pe it #: General Contractor: . v, I ;electrical Contractor I • Si gnature of ,. Master Z­7�;O late .,..� Pl • o „' Date Mechanical C ontracto r *This application must be signed by each sub-contractor confirmi the same. . w s ,. • City of MIMMOMMIMI M Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft, $,,,,,I I 0, -,-- ipii lip 111� � -. Signature: Date: City of Wheat 1dge - COMMUNITY DEVELOPMENT Memorandum TO: Neal DeRidder, AIA, representative for Arapahoe House FROM: Kenneth Johnstone, Community Development Director COPY TO: Patrick Goff, City Manager Dan Brennan, Chief of Police 4643 Wadsworth Blvd. (Arapahoe House) Building Address File Meredith Reckert, Senior Planner Jim Lorentz, Police Commander DATE: August 26, 2010 SUBJECT: Expansion of Arapahoe House Facility for the Counseling and Treatment of Alcohol and Detoxification — 4643 Wadsworth Boulevard We are in receipt of your July 21, 2010 letter and accompanying plans, proposing to remodel and expand the Arapahoe House West facility located at 4643 Wadsworth Boulevard in Wheat Ridge. These remodeling efforts include a first floor expansion and remodeling on the 1" and 2 °6 floors. As we understand it, the construction is intended to improve the functionality of the facility and their ability to provide services to their clients. Your letter and accompanying plans more fully describe the details of the expansion/remodel (attached). The property in question is zoned RC, Restricted Commercial. Based on that zoning, certain aspects of the existing operation of this facility are considered legally non - conforming. Legally non - conforming uses are not allowed to be enlarged or expanded; however, they are allowed to be maintained, remodeled, etc. Counseling and treatment of alcoholism is a permitted use in this zoning district. Residential facilities for the counseling and treatment of alcoholism and other substance abuse are not permitted uses. Both of the above described activities or uses occur in the current facility. The detoxification aspects of the operation are not specifically referenced in our zoning code definitions or table of pernitted uses. For the purposes of this facility, we are considered that function to be part of the activities pertaining to the counseling and treatment of alcoholism, as the first step in that continuum of treatment and care. We understand the clients in the detoxification program are offered certain medications as well as counseling services. The first floor expansion pertains entirely to the detoxification /treatment program and as such, is allowed to be expanded. It appears these modifications to the building will offer a much safer and secure operation. As a permitted use, they are an allowable expansion. The second floor of the building currently contains administrative functions, group counseling rooms and the limited residential treatment program. As a legally non - conforming use, the residential treatment program cannot be expanded. Based on our review of the letter and accompanying plans, the residential treatment program is not being expanded either in floor area or in the number of beds. Based on the above discussion, I am authorizing the project to be submitted for further review through the standard building permit review process. Please let me know if you have any questions. Thank you. 2 LL O i u. z Y LL � O � Q o a F � O O ? O LO z m� y ° ❑ ❑ ❑ ¢ zU Z a _zg pUa v¢ F Z O y W Z Q ° z LL ® <ao cc w S Z o w az:¢ 4¢ W N g w u LL t y U W N a LL x ( � <zs I ¢ w U U W � 3 w.m a 4 Pl xw Li Li 3� z z w y o y¢p w ❑. W �: oz O ¢SZ' Q N F Z U a W z w m e E p Z J n 6 F w O y y w N., 4~ 'Crty 4'Wheat R7idge ]Reside~ial Roofing ,PE1iIT - t181f~9~9 : PERMST NO:; 081099(. . ISSUED: 09/22/200$ . . JOB ADDRESS: 4643 WitDSWORTFi BLVD.. . EXPIRES: 03/21/2009, ~ . . AESCRIPTION[ T/0 $ut 2~tCk $Pdm baa.lastetl 84sge •.,r G(7IdTACTS owner 303/412-3679 Arapahoe House ; g4.72~4/743-7977 ~-EdwardB.-Duniap02-1200CentirtiarkGqYpprattpn . PARCSL INPO ZONE COAB: UA..::' . . . . USE: UA . . SLJSIIIVISION? 0311 BLOCit/LOT#: 0/ . REfi SCTMMARY :ESTIMATEDPROJECT VALUATION: 59,926.00 FEES , Perinit Ree~. . 927.95 Total Va3uation . .00 Use Tax . 11.062.47. . TOTAL 1,990.42 . Conditions; 6 nail installaeion'& mid-roof inspection required. Board sheeting spaced more then a 1/4 0f tcn inch apart requixea plywood ovArlay on entire roof i iiereby cer['sfy tdae the.eetback Hietancee propoaedpy thie petmit application ereacctira[e, and do'.not violake appIicable or4inanCea, xulec or regulaeiqne qfthe City of Wheat Ridge or covenante, eaeementa ar reatrictions of recatd;.thaC ali !mmdauremerzte mmhomn, and'allegatlona<mdde areaccurate; that I have read and agzee to ab'1de by all coralStione.pzinted +mG'his . application and kh8 T iame fullieqpOneibility EoY Comgliance vith the wheat Rid9e Bulldix~g Codeand all othe;.. appliCabke Ghe'a - nat~cee, for wozk under thie.pe7n it. P~&ns_~uCject to field 3nepect4on. d gnatuna O cotttc r/6wreT . date . . . . . 7. This permitwae ieeued in accordance with the provieione eet forth m your apglacation.andie@ubject to the iaue of the StaEe of Golntado dn3~to CheZOnin9 Aeg43at,lote and.BUilding-~COdde oftVheat -Ritlge, Coloradoor any oChCx.applicaDle orflinanece of the Cicy. 2..Thae parmltekcal! expire 190.days.from theieauedate: Requeetefor an extensxon muet be receiveet px'ior to eacpiration 'date- 7m eztenaiosti fiay be gYanted at tha-diacretian of the Bu3lding OEficial.. .3.. If th}e ixmut alxpires, a noat permit may beacquiretl.for a fee of one-half the amovntnosmally requiXed, provided np changee have beea or vill 6e marle nn theoziginal~piane anfl,specificaiioae and anyeuepeneaoa oi..abei+dbnment hae not ~ . exceededoric (1) :yeam,IE ctianqes havebeen orif euapeneion oz abartdonment exceeda.one (1) year, fu1lEeea ehall . . '$e pald £OT a ReN PHYmit. ` . a. No wprk of~apy manner.ehdl} be done that wi11 chaxige the natural flow of water caueing a drainage problem.. 5.'zCOretra6tatdhal2 noC3Ey tbs Suiiding Tnapector twenty-£our (24)"houre in advance for all mspections and eAa11, receive. wrltteP apyzqval on'it}apaCCion card befote,pmceeding with succeesive phasea ofthe job. B:The taeuance'of fl permit aY the'appzoval of d=awinge.and epeCificationa ehall not Deconetruefl Co be s pexmit for, nor. . an approvai.aC, any vlolat>pn Ofthe provdeioneof the buildkng codee or any othei oidirtence, lav, tule os requlation.All plan reviaw ie e field inepectiona. . 6igneCUre af C416i ClScial . . : date . . INBY'3GTSON ;+IlQBi ~S303?234-5933~ BUILDING OFRICSe (303)235=3855 . RSQU$STS M[TST"9:$ MA1DE BY 3PM ANY HBSINE3S DAY RORINSPECTION THS FdLLQSPiNt# BUSINESS DAY.. . , . .,'..w . . . . . . ~ ' ~ . " . . , . nr,. . . " T , ya~... . . . . . . . . ;mi,, . . . . . ' , oFwM~rq City of Wheat Ridge Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Date: P/an Permit Property Address: 1O Property Owner (please print): Phone: c5C, Mailing Address: (if different than property address) _yi2 36 Z~ Address: gvQI Ci- y~ City, State, Zip: Contractor: ( C W Ao !/U/~ /I Contractor License Phone: ~JZO Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): ~<Covi yl Description ofwork: ~X07 Zrp//e Sq. Ft./LFt added: Squares ~ BTU's _ I Construction Value: $~7 ~ (as calculated per the Building aluation Data sheeU Plan Review (due a[ time o/submittal): E s Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that lhe setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of lhe Cily of Wheat Rid9e or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; lhat I have read and agree to abide by all conditions printed on this applicalion and that I assume full responsibildy for compliance with the Wheat Ridge Building Code (LB.C) and all other applicable Wheat idge Ordinances, for work under this pertnit. Plans subject to field inspection. l CIRLCE ONE(OWNER) ( ONT CTOR) or PERSONAL REPRESENTATIVE PRINT NAME: Ili SIGNATUR~ DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS'. Reviewer: BUILDWG DEPARTMENT COMMENTS' OCCUPANCY: _ Reviewer: FIftE DEPARTMENT:: ❑ eppfoVed W/ GOmments ❑ diSappfOVBd ❑ no reVieW feqUifBd Bldg Valuation: $ 4sqAHE4;- City of Wheat Ridge Commercial Remodel PERMIT - 060842 PERMIT NO: 060842 ISSUED: 09/08/2006 JOB PS7DRES5: 4643 WADSWORTH BLVD EXPIRES: 03/08/2008 DESCRIPTION: enclosing stairs and second floor landing CONTACTS owner 303/657-3700 Recovery Foundation Arapahoe House, Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVZSION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 500.00 FEES Permit Fee 30.55 Plan Review Fee 19.86 \ Total Valuation .00 Use Tax 9.00 TOTAL 59.41 Comments: subject to field inspection I hereby certify tha[ the aetback distances proposed by this permit appliwtion are accurate, and do not violate applicable ordinances, rules or regula[ions of the City of Wheat Ridge or covenants, easements or res[rictions of record; [hat all measurements shown, and allegations made are accurate; [hat I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Hvilding Code (I.B.C) and all other applicable Wheat Ri/d e Ordinances, for work under this permit. Plans eubject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions eet Eorth in your application and is aubject to the laws of the State of Colorado and to the Zoning Regulatione and Building Codes oE Whea[ Ridge, Colorado or any other applicable ordinances of the City. 2. Thie permit sha11 expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expirea, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wi11 be made in the original plans and specifications and any suapension or abandonment has no[ exceeded one (1) year. If changes have been or iE suspension or abandonment exceeds one (1) year, Eull fees sha11 be paid for a new permit. 4. No work of any manner sha11 be done that will change the natural flow of water wusing a drainage problem. 5. Contractor shall notify the Huilding Inspector [wenty-four (29) hours in advance for all inspections and shall receive written approval on inspection cazd before pmceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, an violation t`he provisions of the building codes or any other ordinance, law, rule or regulation. All plan reeub;, to field l~yections. Signature of Chie Buildin Of?f~cal date INSPECTION RSQUSST LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT of~ BUILDING INSPECTION LINE - 303-234-5933 qTY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 60033 - (303-235-2855) APpLICATION PropeRy Owner: . CG Q' iNE, PropertyAddress: 3 ~~S1,cJb fV,~J VG~ , Contractor License No.: Company: Building Permit Number: Date: Phone: 36/3-&S '7' 3 7 6rb Phone: 503-(.,,Sq r()b OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT I BV%ld%nq Dep(. Va/U8t%00 FlgOl2: $ I hereby certify that the setback tlistances proposed by this permit application are acwrete, and do not violate applicable ordinances, rules or regulations ot the City of Whea[ Rldge or covenants, easements or restridions of recorQ that all measuremen[s shown, and allegations made are accurate; that I have reatl and agree to abitle by all conditions printed on this application and that I assume full responsibility for compliance with the Vvhea[ Ridge Builtling Code (I. B.C) and all other applicable Wheat Ridge Ortlinances, for work under this permit. Plans subject to field inspection. (owNER)(CONTRACTOR): SIGNEO ~~DATE (OWNER) (CONTRACTOR): PRI NTE D DATE Use of Space (description): Description of work: -CA d` e,.5 S~~ 2~ Sq. Ft. adtletl V8lIA0:$ 'J~U• oJ Permit Fee:$ Plan Review Fee:$ Use Tax $ Total:$ '"4) 4J9,i:*'~ J Expiretion Date: Expiration Date: Expiretion Date: Approval: Approval: Approval: (1) This permit was issued in accortlance with the provisions set forth in your application antl is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Codes of Wheat Ridge, Coloretlo or any other applicable ordinances of tne Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (90) tlays from issue tlate or (B) ihe building authorized is suspended or abantloned for a penod of 180 days. (3) If this pertni[ expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been orwill be made in lhe original plans antl specifcations antl any suspension or abantlonment has not ezceeded one (1) year. Ifchanges have been or if suspension or abantlonment exceetls one (7) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceetling wilh successive phases ot the job. (6) The issuance of a permit or the approval of drawings antl speciications shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. /UI plan revlew is subject to fieltl inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: { I t (,~D6 . ifr _l6 . ~ i ~ I ~ ~ C e J ~,.7~ T° ~ ~ ~ ~ ! i ~ - . ~ - ) ~ ( Ll ~ 1 i l \ ~ \ ~ \ / S~L- ~ M-1 0 0 0 ~ Vo. 6 ~ ~ ~ 7 FF] CfD ~ c-) 71 ~ 0 ~ ~ ~ ~ 0 ~ ~ z 0 ~ ~ ~ ~ ~ ~ p ~ ~7 ~saMxo~aQ - asnog aot[ade.ry 33 3f p II~ aoj stmid 8aqepomajj ~ ~ ❑4 LN - ~ p{,' F7= F-A F---T= ~ o ---1 F:= C7C ~ 39b'Lb15 ~ ~ I A1213dO?Jd ~ L,~r _ I R LJI ' A _ ryn / Q W t7i ~ Fu- ~ ~ ~J g o 8 ~ ax~~ul ~sa1y xo}aQ ZOl z C m P, f. ~ ~ ae ti= m o~ E£008 'OD 'abpT2I ' pnZg uqzocnspPM E T r- -u C> ~ ~ ° To Q ~m 73~ ~ O a3~~v, CD W D 0 -Z-I Z N (D 3 0 O Cm --I ,r- m ~ m m= a _n n m > ~ n 6.N '~J~ ~ ~/1 " if/~` ~ N . ~ , . ~fD.~C>~ NNh > 0 ~ ~p o a • ~ ~ C1•`~'~ ~ n -0 o (D m U ~ G CO Ill 'ET ; C ' 0 Cf). . .10, o ~ o.. H o , m C1 O~ , ;CA1 ~ (D C) a:to . OO. ~ o CD cq M C p CD f/, O -4. . ' . cn ~ (D N`I~ 01 O 7a t'2i O ~~.6 En 0 4 y AO' ~ O -CL 'SP N o'A. (L.~ 3 ~ 1 v 19~' .~~M•.~ ~ ~m ~ , ~G ~ ' ' ~ , ~ 3 ~ 5~~; ~ ; 2y ~ Q M,- m p"c m a- ~ (D ' ° N cn m ~ ~ o a CD; , vy W ;ci c~o ; G 0 ~ - ~ ~ w $ Q a+ " ~ ~ a . °o' ~ 'ar CD i i,oD .:.w o,oc~ C fC ~ ~i7 CD a~ : FD fn m,tr-, . < 0 ~ (D W C C- a ~ CD' CD; a~.°' . . W ::7 a ID -0 ~ cC2 ~ O n N m rp ~ ~ . ~ N , 0 3 00 5: ~ o !fl N . CD . .a ~ p , W o ~m ~ Q c~ m C (D CD. Q . . , . O < 4. , . . . . . ~ ~ . . . . . . ~.,.v~,•. . ,..~...r: r. ~.v..n,vr,~-:~:.~:..: v.ti~..- r.^.-. ~.ti'.v i~....~ : ~.v.i~ .,.~v i Date: A Cer#ificate of Occupancy 1 Completion < ~ has been requested for; y . < < ~ ADDRESS'' c { ; PURPOSE OF STRUCTURE: ~ C < Building Department Approva~ : ~ Remarks: ~ ? Zoning Approval: ~ Remarks: Public Works Approyal: Remarks: i i i ti - i } ~ - ' > ~ - < ~ ~ - ~ ~ i S i - > S - Z s < s Fire Marshall Approval: (If Applicable) Sanitafion District Apprc (if Applicabie) • Remarks: : Water District Approval: (If Applicable) Remarks: . ~.~i~ :^.\'~'vl.V\'~'VV~~~^:~.'~ ~ G, 3D~aG -6 > INSPECTION RECORD (qv7o 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-J855 ~/nsvectfon Line (303) 23a-SQ33 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address Building P 5rmit No. Date Issued Type Occupancy Owner ContractoContractor Address INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL iNSPECTOR COMMENTS: Footings/Caissons Stemwall Q1~, Gw~ Reinforcing or Monolithic WeaUxuproof ! French Drain Water/Sewer Service Lines POUR NO CONCRFTF I 1NTU oaMic 41ee Liccu cin.l~^ CONCREfE SLAB FIOOR EJectrical (Underground) Plumbing (Underground) Heating (Underground) Do Nor Prw iw Fi nna I IuTn Oenve Nee Rocu Gnuvn Electrical Service - - - - - Rough Electric ' oa~< e Rough Plumbing Ai Test Gas Piping Rough Mechanical Insulatlon Drywall Screw ~ FiruALs Elech'iCel ' aN ON t.r Plumbiog Mechanical Frame / Interior Finish ~'S J6 Q R.O.W $ Drainage Fie Department r:, u' n Parking & Landscaping "NOTE: ADDIT/ONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER O s: m w::E oM' w(D w' o A p W n IW 0 7 N S N N cr (D N :1 3 m n CD ~ d 0 ~ ~ V C- 0 Q D a a a N N r~~ Mi Mi (D n r-io, ~ Z 0 r+ (D ♦ I 0 N ~ ~ C (D Z rt ~ O 'v cn m (D < ~m r 00 (D y ~ vm z N ~ 0 0 3m ~ ~ w 0 ~ N W CP N W N cn February 13, 2006 Mr. Bob Burley Palace Construction 7 South Galapago Street Denver, Colorado 80223 Re: Arapahoe House Detox Center - West City of Wheatridge SDG Incorporated 333 West Hampden Avenue Suite 700 Englewood, CO 80110-2337 (303) 781-7070 Fax: 781-4286 Response to City's Plan Fteview Comments Dear Bob: I have reviewed the City's comments and offer the following response. • "Pin Rebar Into Existing Foundation" There is no need to tie the foundations together. The walls and roof of the new structure stand alone and don't rely on the existing building for any support. The bottom of the new footing will be near or equal to the top of the existing footing so the new footing should not bear on backfill from the original construction. • "Bond Beam at 4' - " There is no need for a bond beam at 4'-0 off the top of the concrete. • "Note: All Rebar" The rebar necessary for the project is shown and called out on the applicable sections. • "Provide Hurricane Clips" The roof is adequately tied down to the masonry walls by the steel columns, plates, and headed anchor studs. Merton Wiechman, P.E. \ President * Z~ Consulting Structural Engineers If you have any further questions, please let me know. Permit Number Building Permit 19670 CTTY OF WHEAT RIDGE 1/13/2006 7500 West 29'fI-I Avenue wheatridge, Co 80033 - F3PU3-2 tion Line 303-235-2ass 34-593 3 t ~u A*A Commercial Addition PROPERTY 4643 Wadsworth Blvd Unit: owtvEx: Arapahoe House (303) 424-7765 Description Patio Addition Permit Fee _ E$1640 00 _ r= Walls: Roof: Stories: Sq Feet: " Units: Occupancy: 1 hereby aertlfy [htl the u[back d4hnces propoud by Ihis perm, appiicotlon an accurale, and do oat vWh[e applicable orEln.,ti M1°m°1ed aod iL~ to a IAe by W6u[ Ridee or mvenmw, enemmb or rntdetlo~ of reeor0; thaf all musuremmb chowq md alk[abne made are attunte; rea all couditlone pAnled on dhb ~pplmtbn, and that I.uume full rtspansNllity for eompWna wi[h the W hs-t Ridg<BU11dNe Code (I..B.CJ md .0 other ~pWbable Wheat Pldee artlinmcu for work uoaer thb permLL . z- ~ SIGNEDDATE (ON'P'ER)(f. TRACTOR) 1 ihie permit wa IuuW In ~acordaoce th M. Pmr,,use set f hi..,r ~u ~k o.dimm ~~orme cuy.. kW. of ln. state orCownao.~a to m. u.m¢ xeew.non..nasuuamecoeeerwnot wag,, Colo..ao o. .arten PP u~ wok 2 Every perml[ Luued elu0 bemme invalltl uNe~ Ne work on tFe tlte .uthorlud by vucM1 permll is eommeottd witMO 180 tlrye+Rer i4 Wu~ntt, m autM1arizM oo the stle by mch permit ie auspendM or abaotlonM M a period of 180 tlrya sflsr the none of wark la wmmmae. } If,hie permlt expiw, . oew pmWt mq be acquircd for+ fn ofoneholf W<amount vormally rtqulred, pmvided no ehenea luve bao or w10 be mede in the odeloW phm ond spetlOCaom md sny rvapenabn ar abondommmI hae nat eaceeded om (1) ye.n 1f chanea arc made or If rwpenNon ar ~bmdomment exceMs one (1) yen, full feee ~hA be paiE for a new permit. 4 No work of any mmner ihd1 bc tlone 0, wN ehooee tM1e nalunl Mw, af wner nusinL a 4rai"R° V'°b4'°' 5 Contraclor vM1nll mtify tAe Building Impenor twmty-four (30) houn N atlvmtt for all impMlav and ahall nttive wdtlen • DPpm1 on iWectlon card before prvaeding with eucnWve phuee ot[he Job. e md e MOUtlam sha0 m[ be mmtrved ro be ~ perml~ (or, mr an apprnv.l of, any Nobtbu of tbe fi '1Te iwmce f D~.1~'or [he p ~Nk or rt latbo. prvrlsbna ott6e bupol e c my o~her ordinm~ w eu - a' l SI(dVEDDATE l,ma nwuu.p.n.v~+•~• Page l of l Fnday, January 13, 2006 Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 caYorvm~%age Commercial Addition Permi[ Number 19670 1/13/2006 Inspection Line 303-2344 933 PROPERTY 4643 Wadsworth Blvd Unit: owtvER: Arapahoe House (303) 424-7765 Description Patio Addition Authorized By guilding Approval Authorized On ok w/ notes on plans. Authorized By Zoning Approval Authorized On Zoning 1/4/2006 Approved By CR Zoning RC I/3/2006 Approved By MR Patio addition does not increase to extent of the non-conforming use. Friday, January 13, 2006 Page 1 of 1 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : Date : Property Owner : PropertyAddress: ~~Z/J Lv,q~+ft~.~r~li Phone6-% Contractor License No. : /8-0 O ~ _Rirr~ Company : l/ A/,o i Phone :3_ / J~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable,LY at Ridge ordinapzf s, for work under this permit. / (OWNER)(CONTRACTOR) SIG~tlED.' DATE/.G Description : ~j ~•O rt I~jbl(' Construction Value :3 y 0 ~/0, ~ Permit Fee : Use Tax : Total : Use: _/BUILDINkSEP MEf~lfi USE ONLY sic : /AJ Approval 1~ Zoning , 4' ~ \i ~ ~v ~ ~ ~~f~ Approval N~j iWT~ ~I Pf'Vn15 Approval: ~Wi W Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) Thispermitwasis Regulations and E (2) This permit shall e abandonetl for a F (3) If this permit expin original plans and exceetls one (1) y (4) No work of any mi (5) ConiraMOr shall n proceediing with s (6) The issuanCe of a otthe buiWina.coc :tl in accordance with the provisions set forih in yopur application and is subject to the laws of Ne STate of Cobratlo ana ro tOe zoning iing Code of Wheat Rid9e, Coloratla or any other apphcable orUinances of the City re if (A) tlie work authorized is not commenced within sixly (60) tlays from issue date or (B) the building authonzetl is suspended or )d of 120 tlays. a new permit may be acquired tor a fee of one-half the amount normalty required, provided no changes have been or will be matle in ihe :cifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment , full fees shall be paitl for a new permit. er shall be dane that will change the natural Flow otwater causing a tlrainage problem. / the Builtling Ins or hventy-(our (24) hours in advance for all inspections and shall receive wntten approval on inspection cartl before :essive phases o job. rmit or the app of drowings and specifcalions shall not be construed to be a permit for, nor an approval oF, any violation of the provisions openy other nce, law, rule or regulation. PALACT C O N S 7 R U C T I C November 29, 2005 BiII Murphy Arapahoe House 8801 Lipan Street Thornton, CO 7 South Galapago Street, Denver, CO 80223 )3) 722-0296 Fax PH.# 303-657-3700 Fax# 303-427-5480 Re: Smoking Patio Addition Arapahoe House Detox West 4643 Wadsworth Blvd. Wheat Ridge, CO Scope of Work 1 Patio Addition 1) Saw cut and tear out asphalt. 340 SF 2) Excavate soils for foundation. 35 CY 3) Hand dig for underpin of stair wall. 1 CY 4) Backfill and compaction 28 CY 5) Saw cut window and wall for door installation. 28 LF 6) Remove existing 2'x5' window. 1 LS 7) Remove section of existing foundation wall for 1 LS door installation. 8) Supply and install temporary plywood cover to 1 LS secure opening until door is installed. 9) Form and pour foundation. 56 LF Page 1 of 4 Scope for Detox West Smoking Enclosure 112905.zis 10) Construct 8" walls with regular grey CMU block. 56 LF Dur-O-Wall and #5 rebar. Door Lintel. 11) Supply and install dry well. 1 LS 12) Form and pour stairs. 24 SF 13) Form and pour pad at stainvay door 16 SF 14) Supply and install HM doors/frames with closers. 2 EA One @ 3'-0"x7'-0" with passage set hardware and one @ 3'-0"x6-10" with push/pull hardware. 15) Trim out interior of dining room door. 1 LS 16) Detach and reset wainscot paneling at new west 32 SF wall door. 17) Assemble and weld c-channel roof grid. 1 LS 18) Supply and install metal roof decking. 72 345 SF Galvalume Plus decking panels by MBCI. 19) Supply and install handrail. 1 LS 20) Caulk two doors. 72 LF 21) Detach and reset grid/tile ceiling at west wall of 1 LS dining room. 22) Patch drywall on west wall of dining room. 1 LS Minimum charge. 23) Patch stucco finish on west wall of existing 1 LS building. Minimum charge. Does not include skim of entire wall. Match as best as possible. 24) Paint west exterior wall within enclosure. 128 SF 25) Paint metal doors. 2 EA 26) Paint west interior dining room wall above 70 SF wainscot. 27) Paint interior and exterior of new CMU walls. 942 SF 28) Paint c-channel ceiling grid. 160 LF 29) Refinish wainscot on west wall only. 64 SF 30) Patch asphalt. 225 SF 31) Supply and install two photocell controlled light 1 LS fixtures tied to nearest available circuit. Install conduit raceway for electronic door lock. Surface mounted conduit used to connect devices. 32) Supply and install magnetic lock on south door of 1 LS patio. Connect to existing fire alarm system. Nate: Bollards and CMU benches have been deleted from the scope per owner's request. Note: The interior reinforced concrete slab has been deleted from the scope per owner's request. This area will be patched back with asphalt. Scope for Detox Wesl Smoking Enclosure 112905.x1s Page 2 of 4 Note: Demo should not damage asphalt, but due to unknowns in regards to existing asphalt and substrate, we can not guarentee results. Any damage will be addressed in a change order. (Enqineer to be hired and qaid for bv others) III General Conditions 1) Temp. protection and clean up 2) Debris removal and dump fees 3) Temp. sanitation 4) Temp. storage 5) Supervision 6) Building Permit Note: 1) Actual cost will vary with actual repair specifications and drawings. 2) Excludes any utility relocates or repairs that may be required. 3) Proposals does not include any code upgrades that may be required. 4) No temporary heat is included for installation of concrete or masonry. 5) Rework of any unforeseen electrical or plumbing in the existing west wall will be covered in a change order. 6) Owner to supply all drawing required to obtain any required permits. 7) Note: The owner to have the property tested for asbestos and lead prior to start of work on any building constructed prior to October 12, 1988, as per Colorado Department of Public Health and Environment Regulation No. 8 part B- Asbestos section III subparagraph III.A.I.d. 8) Due to recent changes in the market place for the cost of steel, we are unable to "lock-in" steel prices, and as a result the price may change when the work is performed. 9) I reserve the right to revise this report if and when additional information is provided. 10) Delays caused by owner/owner's agent will be billed to owner. 11) Note: Due to recent changes in the marketplace for the cost of materials due to recent increases in petroleum costs and hurricane damages, we are unable to lock in costs for these items, and as a result the price may change when work is performed and will be addressed as a change order. Scope for Detox West Smoking Enclosure 112905.x1s Pa9e 3 Of 4 The above costs include labor, material equipment, fees, taxes, insurance, debris removal, and clean-up required to complete the scope of work. If you have any questions, please contact me as this office. Sincerely, PALACE CONSTRUCTION CO., INC. L. David MacArthur Project Manager Scope tor Detoz West Smoking Enclosure 112905.x1s Page 4 of 4 9-15-04: 2:51PM;VTBS AIA Pmject: 24087 - Atapahce House Date: Septembet 15, 2004 To: Planning Department, City of Wheat Ridge, 303-235-2857 Attention: Txavis Crane, PlanneL From: Fanny Fan CC: File No Pages: 1 Attachmeat None originaL. ;3036750052 # i/ i Re: At'ay ~"I~rQ~ •i~e.y,', ~~'~~c G_ _~tbt~, n . ..l,un. Dear Mr. Crane: This letter is to confirm our recent telephone conversation that the Planning department of City of Wheat Ridge has no objection regarding the `sxnoker's pario' addirion for Arapahoe House - Detox Center, located on 4643 Wadsworth Boulevard. We appreciate your helpful assistance and please feel free to contact us with any further comment. Have a nice day! Fanny Fan VTBS Architects 1860 Blake St., Ste-170 Denver, CO 80202 303-675-0041 ext-211 ffan@vtbs.com VAN TILBURG, BANVARD & SODERBERGH, AIA PENTHOUSE, 225 ARIZONA AVE, SANTA MONICA CA 90401 TEL 310394.0273 FAX 310.394.2424 SUTTE 170, 1860 BLAKE STREET, DENVER CO 80202 1'EL 303.675.0041 FAX 303.675.0052 PRINTED: 09/15/04 FAX MEMORANDUM Page 1 of 1 4Mi~y 740?:".IXk.V'I ilS fa< n~,VnlOLiW.dac ~ ~ A z ~ x ~ W ~ ~ ~i w ~~ro~uoa~ 1 5-b-94 2 3 4 i 5 b / ~ W° rsaw6 ao srow~ as 1 MAIN ENTRY ~ aTw w, a ~ws of a Paco N S1AFF av~wsaR FA6kCAtE PRCM V7 FCfW00D W/ 8 9 sT,w rr~u n~v scrams wrmaw M41CN EQifNG i ~ ~ _ STAPP SUPERUi50R ~ sno wAUs w11N 5/a' GTP, EACH 2E o ~ ~ ~ ~AEtA4 Wf~DGW ~ ~ (ffR:AU I J WOMEN'S DORM ~ a 8 BEDS cx POLICE MEETING ROOM ~~~T wrmow $ p ADOLESCENT-FEMALE ADOLESCENT-MALE ~ ~ ~ ~ r 2 $EDS 3 BEDS a~ r~ex swArc~ raR ~ RkTIF~ L ~ ~ ~ ~ ~ PRASE II ACUTE 1 e I I rtw asao MefAL wt~w ewsr~ wr~ow Aw 4 BEDS IMJ i I earcu ~asr. Rsatig ov;r~ a.cs~ oaa~ wr are' cra. eo PPR'fIiKXS tt~' Ii I INTAKE I I cur ~u,s ~unm ~ I I A ArB. ~X ifFEft~SEIECTED BY T A A MATCH tew ED30 McTA1 w9~CW Ow1~B2 7 I MATCH E7Pi1~ W IPw W~RIX IX111P751 'T DINING ROOM ~ 0 m t+ew s~sves ~ o EXIT ^T 3'~ 3'~• 3,3. 6-~ MEN S DORM 23 SOS g ~mave easn+ oRr~ POIMAN AtO PATCH WALL l o ~Q~ ff Ek51fIG Pik ~A~' ~ A A JAN. MECN PAIELS ~f Ewa MEN II ~€w sv. i~ WOMEN ~ ftW 30' &ffT VkJ7L FL vauTT a ~v ~ ~ I I PHASE I GROUP ROOM rffiOGATH~ umAi. R9ACAT~ we n m~W~~~ m~w~.~a~ LINEN wa~oow. MATCH ELECTRICAL r~sv ~T,u snn wAUS c Yd I SMOKING ROOM ~A~ ~L0CA1~ ~ AND STAFF KITC~IEN G~ ~ LOUNGE ~ PATS' R~ SV. !PART. I SNOWE SHOWER I I`-PaRmaN°~mvc A ~ aew AETPL sno PARTtigN i. ~ 7 I I ~ A wr va• 6rP eACU s~ 1 rgw ssx~• s~oweR ease rtw a~as• aASE wr e~oaac nE as n~ ~a wt ceRAa~ TIF a n~eEE ~ eta SV~'A& Rm ,au aarr~ Aw sum Roo Aw C1RTAt1 n~cswraca, varnaria+RCanm rat eACN R6TRCCYA tom'=~~{ ~fi ~ ~ ~u ~ ~~fu t~, wing Lower Level Plan r Scale: 1/4" = i'-0" NOT" cw I ...............:r'Ie?t1 ~'C~i 'C t Z Cl~i+i" _ ~t1I I 5-K)-94 2 3 3 4 4 5 5 b 1 6 7 8 8 9 9 0 0 0 i Rod Lane &rotated RECORDS ADMINISTRATIVE WAITING OFFICE SLEEPING AREA SLEEPING AREA COORD]NATOR 1950 CWmbb. Sbut o.m.r, Cdd Soma (30.3) 398-2972 I 1 OJT PATENT MEN`S DORM 3-21-94 I i SLEEPING AREA ❑ ❑ FINANCIAL OUT PATENT HOUSE KEEPING STAFF LOUNGE RECEPTION LOUNGE MEN'S DORM 4 SLEE~NG AREA P47C11 w~ ~ i i) - 4 f ~~~.~P ii W~a~'~~~~,~ 1 MEN'S SHOWER i i MEN WOMEN LAUNDRY T W. 5!8' GYP. ~ FACkI 9JE ASSESSMENT S ORAGE C~ O C7 O O O ANp REF~RAL MEETING ROOM CO-OR~NATOR SLEEPING AREA WOMEN'S SHOWER o ~ v a o a e F a c ~a+arra. vaana~ q POR ~a~ a~rnoou a ~ ~ ~ t~ V ~;:bier~t t~ ~_,c~ ; r S~~~B ~`~e~f ~ui~~~~ - Y U er Level Plan o + a Scale: 1/4" = 1'-0" NOPt~i ~ o ~ n I ~~n~.,., ,_r a I N m ~ ~ 0 , w~ oS wCD r~ :3 0 ~ o <O fD W W O 7 N S Sll CD 0- (D CD :3 a m C! A1 0 i ' ~ 7 N L CD ~ 0 m d 6 CIV ~ i % n U C- 0 Q D a a A N N L ~ D s 0 0 33 n ~ c 0 ~ ~ z = =1 (D w ~ ~ 0 rmii- !e cn I'~17 O' n3 m < w ~ N r ~C D O Z 0 r* om Z c`-• -i CD N 0 0 ~m v ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16897 BUILDING INSPECTION LINE -(503-2845933) Date : 4/8/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: ARAPAHOE HOUSE DETOX WEST Property Address : 4643 WADSWORTH BLVD Phone : 424-7765 Contractor License No.' 18009 Company : Palace Construction Co., inc.. Phone : 777 7999 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify that the setback distances proposed by this pe"it application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenLS shown, and alle9ations made are accu2te; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for complianca with the W heat Ridge Building Code (U.B.C J and all other applicablQ hpat Ridgg ordja§nces, for work under this permit. (OWNER)(CONTRACTOR)SIGNED4_.,<~ -~-DATE ~'16 CC/ Construction Value : $2,420.00 Permit Fee : $108.30 Plan Review Fee : $70.40 Use Tax : $29.04 Total: $207.74 Use : Description : INSTALL A 3'-0" X 6'8" DOOR/ 9' OF WALL AND ELECTROMAGNETIC LOCKS. 1 t BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: MS i"00 Al1Norli0m~"►~9E~. Approval: Occupancy: Walls Electrical License No : Company: Expiration Date : Approval : OK. Roof Plumbing License No : Company: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions sel (orth in yopur application and is subjecl to tha laws of lhe State at Coloredo and to the Zoning Regulations and Building Cotle of W heat Ridge. Coloredo or any other applicable ordinances of the City. (2) This pe"it shall expire if (A) the work authorized is nol commenced within sixty (80) days from issue date or (B) the building authonzed is suspended or abantloned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a(ee of one-half the amount normally requiretl, provided no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not ezceetled one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl tor a new permit. (4) No work of any manner shall be tlone that will change ihe naturel flow of water causing a dreinage problem. (5) Coniraclor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wntlen approval on inspection card before proceediing with successive phases of the job. (8) The issuance of a pe"it or the approval of tlrawings and specifcalions shall not be consiruetl to be a pe"it for, nor an approval of, any violation of the proyj5jo~ 791 c{j_ng code~ an othar ordinance, law, rule or regulation. C~ /hRat Kio Chief Building Inspector Please sign Terms and Conditions on reverse side of page. Application Datej~ '(J f~~ a+~. Permk No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 303-403-5900 Qffice • 303-940-0350 Fax • www.wrfire.org m t, , Site Infornution a " 'A Name: : !c • , o~s~ yL Aaaress• -1 11 ~ Agentiwk& I I Addre=` , . -~it,{oqn susiness: 70 s' 4,1ra Contad: ry~~~ b r~M 'G. . . . ryIMIG:. fos~I . . Y ikq~tlrif al -Al~ ig" itop td #A imRata. I have reuNYd and nr4waJ the AuOactlen CanPlisowand 1ba FN SdmduM Thk Pa~'U,tlu i pnpatY N fAa WMIi RtdW Pka Rataalon WArkt md k IrwW aftect to mnNtlas oontaind herdn. UyoN airy fa8ure d any awWfl3oa iadudhey ri , et d~pjjo:t °4 anY Pwmk Wpnent. 1MS prmk M sulfect to immediats reroatfon aad tM paa* auM ba rdmntl Wou damand ta a , . . . . , ' . ~ ~tlu6 WheNnAye ~Ga Praixtlen Dhh4tt o 1~~~ X SiQnetLf! W A{lPlkellt ~ N07ICE: If aomtruct5on is slarted prtoe Eo tbe isswnce of a PermiF. iHREE (3) tlmer tlre normai fEe wM be aaataed: ~ LL~'; IN.PWTM $Y FIRE PROTECf30N DISfRICF REQUIRED? ❑ YES ❑ NO H) 4" AML'XSPB'nuh.a&Y41IMdaPYre• ReWe~n'~aminimunWM~edryahadYancrat303-?R3•SA72 TYPE OF PERMIT FORMULA (sce ta xheduk sheet) fEES d ~ Sprk~WerS dakie= FWview Miss. Systm Piar+s Systmn Yalue= DahePaid A: I~ans Valuatfon= AmG Paid m o►.use Poans - va~u~ion= ~ t~lt+oa . TOTAL FEES DUE In~ial5 n ~ II"Taal Btdg. : ❑ nlheiatlon New 0 Pdrtial D O[her: . InSpeC~ 2M# D2t25: . . Q 5.~ ~ 9 c Hydrostatic 7ests aM Dates: n.~ . -J 17iL.v - E"4' . rl : ~ DEFDWYAPPIWAI tdRE ?O E 1S5IlJ41KE CF 7HI5 • : z Fy . ~ ~-AS.sa4n7tD Y ADPROVED J(see _ py ~ . r ~C V~ .R Il'LC 4M~L ! . ~ . ~ { (W ~~~~~OYYWLTR.R).~ FE ~ ~ ~ +~ws nmc. 3 , 1p~s R z + No,af Haurs ; Ma~twa a x .*T`W lj' ..st" p ~ TITU h.. . . 4 . . t ~ . . , ~ . . . . a ~:a ~ i. . . r . . . . . . . . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date _ly-OL 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 -(303-235-2855) ' rq a . .....eav . w w l / \ I • PropertyOwner:14"aefY/o~ /-/eTUX 6el PSf" Property Address Phone (n3 - eA251- 72,5'," o-te Contractor License No. `rSO0 g G D -~j~~i- ~ q~~-2 Company :✓~FI~ACP Phone JJL729f . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :-2 41~24 , I hereby certify that the setback distances proposed by this permit application are accurate, pefmit F82 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremen4s shown, and allegations Use TaX made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.Q) and all other applicable Ridg!,yrdis,for work under this permit TOt81 ( / 15 (OWNER)(CONTRACTOR) SIGNE[Y DATE US@ : R/,~ VC Description CJ //X~/ BUILDING DEPARTMENT l Icc y SIC : Sq. Ft. : Approvai : Zoning : ~ , Approval: P. , Approval : Occupancy : Walls : Roof : Stories : Residential Units : ~leEfrical License N,o : / \ Plumbing License No : Mechanical License No : Company ~~t 1~4~t C` S.T Company : Company : Expiration Date Expiration Date : Expiration Date : Approval: Approval: Approval: --(t}_.. This permitwasissUed in accortlance with the provisions set forth in yoDUr application and is subject to ttie laws of the State ot Colorado and ta ihe. Zomng Reguladons and Building Cade of Wheat Ridge, Calo2tlo or arry other appl¢able oMinances af ihe Ciry. (2) Th is pertnit shall expire A(A) ihe vroAC aufhonzetl is not cammenced within siMy (80) tlays hom issue date or (B) Ne building authonzed is suspendetl ar abandoned for a penoE af 120 days. (3) If this pertnit expires, a new pemllt may be aCquired for a fea of one-haH Ute amount nortnally requiretl, provitletl no changes have been or will be matle in the onginal plans antl speafications and any suspension or abantlonment has not exceetle0 one (1) year. If changes are made or.if suspension or abandonment exceeds one (1) year, hll feea shall be paid lor a new pertnit. (4) No work of any manner shall Oe tlone ihat will changa the natural Oax of water causing a Erainage problem. (5) COntractor shall noUfy ihe BuilOing Inspector iwenry-kur (24) houB in atlvance tor all inspecfians anE shall receive written approval on inspection carC before proceetliing with successive phases of the ob. (6) The issuance of a pertnit or ihe spproval ~Orawings and spedfiwtions shall not be construed to Oe a pertnit for, nor an apOroval of, any violation oF the provisions of the builCing cotles or any oMer ortlinance, law. Nle or regula6on. Chief Building Inspector Arvada Fire Protection District Division of Fire Prevention Plan Review Comments Date: March 30, 2004 Name: Arapahoe House Detox West Reviewed By: Steve Steigleder Address: 4643 Wadsworth Blvd Occupancy. Classification: Unknown Construction Type::Unknown. Square Feet: Unknown Applicable Code: 97 UFC Sprinkler System: Unknown Fire Alarm System: Yes Reviewed by the Arvada Fire Protection District, Division of Fire Prevention at the request of the V✓heat Ridge Fire Protection District. Information requested in items under exits need to be provided prior to work commencing. 1. Exits: 1. Will a delay time be provided into the mag lock or will the lock release immediately upon fire alann system activation. 2. Will the touch pad on each side of the door release the mag lock? 3. Will the mag lock release upon activation of a smoke detector, pull station or both? 4. Will the mag lock release in a trouble condition such as loss of power or damage to pull stations? 5. Where is the closest pull station or smoke detector to release the mag lock? 2. Testing 1. A test of the mag lock release wil] need to be witnessed by the Division of Fire Prevention. UFC 97 100333. 3. Additional Comments: 1. Any code requirements arising from construction will be addressed. 4.Inspections: A minimum of 24 four hours notice is required for all inspections. LTFC 97 1033.3. 6503 Simms Street • Arvada, Colorado 80004-2607 •(303) 424-3012 • Fax (303) 432-7995 PALACE CONSTRUCTION March 17, 2004 Bill Murphy Arapahoe House 8801 Lipan Street Thornton, CO Re: Detox Center Partition Wall 4643 Wadsworth Blvd. Wheat Ridge, CO 7 South Galapago Street, Denver, CO 80223 13031777-7999 Phone,(303)722-0296 Fax www.palaceconst.com PH.# 303-657-3700 Fax# 303-427-5480 Please find below our understanding of a scope of work and cost for repairs per Arapahoe House drawing and our site visit on February 19, 2004. Quantity Units i Partition Wall 1) Construct approximately 9 LF of inetal stud 9 LF partition wall wall with 5/8" drywall. 2) Finish drywall. 144 SF 3) Supply and install one 3'-0"x6'-8" solid core door 1 EA (birch) with HM frame, hinges and closer. 4) Supply and install one EXIT sign above new door. 1 EA 5) Supply and install vinyl base. 14 LF 6) Supply and install wood cap on partition wall. 10 LF 7) Paint wall with one coat primer and one finish 144 SF coat. 8) Stain door. 1 EA Detox Wall Proposal 03/17/2004 Page 1 of 2 Quantity Units 9) Stain wood partition cap. 10 LF 10) Doar hardware, mag lock, and any additional 10 lF electrical by owner. II General Conditions 1) Temp. protection and clean up 2) Debris removal and dump fees 3) Temp. sanitation 4) Temp. storage 5) Supervision 6) Insurance 7) Permit Note: 1) Actual cost will vary with actual repair specifications and drawings. 2) I reserve the right to revise this report if and when additional information is provided. 3) Contracts to be Palace's standard contracts, or previously negotiated contracts, or an AIA contract. 4) This proposal is valid for a period of 45 days from the date posted at the top of the proposal. 5) Owner to supply electricity and water for the project at no cost to the contractor unless specificity included above in this proposal. 6) Cost associated with delays caused by the owner or Owner's agent will be billed to the owner. 7) Note: The owner to have the property tested for asbestos and Iead prior to start of work on any building constructed prior to 1985. The above costs include labor, material equipment, fees, taxes, insurance, debris removal, and clean-up required to complete the scope of work. If you have any questions, please contact me as this office. Sincerely, PALACE CONSTRUCTION CO., INC. Jon L. Wagener Vice President / Restoration Division JLW:ce Detox Wall Proposal 03/17/2004 Robert G. Burley Asst. Project Manager Page 2 of 2 ~"FbY ~ ."070 uur,u; xro qu ccl n, , r? I.': ~ ~4nMF'r~'ri:¢N3:2!q.~.'sV 8310 Single outswinginfi in[erior or periineter doars Features & Benefits - 6rushed Anudirrd Aluminum or Bnished Uuik Pronii: flnish • Adjustabie keyh(ile mefm[Ing bracket • Hullt-in rime delay (nscant ielease wiih adliuwble relock 7r^7,lurnm,iblc lrom 0 •90 .econds) • 12/24vDC - flelA selectable • Convenienc plup,•in winng rciminaL • FiiS'/-rCf.P55 wiring wvity • Swbilizin7 4-lwlr mag mounong • MOV surge pwtecGnn • No ~esiclual magnzdsm • Low energy Cunswription • HJiJcned ste.el armatwe nul • ;eli-drilling tek lastene , Optional Mounting Accessories • a,µk liia,kcli • nrrtWnua Hnldm • i nnAinr Fitting Ki@: • I i4Er H.rc • Gia„ nmr Br:irlu!n • Syacers • TM irmb 7 P.r.vki:t Kiu Iw In,.vinging f7rcin 6wu/[U wl'A5 Fvo rg kJlvl)- 3/a3jo y In or Ouf,..we make it Easy!' Wi// iL COH171G.7`e d 4 tYi`G. 44 Srs~~ . 8320 Double outswinging in[enar or penmeter doors without mullion , .:v,r~.~ . . MultiMag' ihese harAwirking muld-purpose r.lr.rnomagnetic locks enhunte building secudry anJ ~ o,tall qulckly. Several stan- Aard feamres make these Wagnr,ts rhr. 'Woiknwse' rJ rha Industry. fhn adjustable mounung biacket hds been enheinceJ wiu, kr.yhole moundng W suppoit the magnefs weight during ini inswllaiion, (reeiny ttie ~in4Jli.ls IWtqIS inaffix dhe magnec mounting ;;.rews. The iemrnabl: cavlry rnver offers quick, easy ottcas rn wmng. Ooch models fealuie d built-in, adjustable dme r,1t,6iy with instant unlodc and dr layed rzlak (up a, 110 sernnAs), which can be c'onVndlr.A by any sondard 5witr.hing de/iCE. Options Highlights • In'stalle(s "helping hand" mounting bracket - Up to 15001bs, holdingtorre • Dual vultage • Low volrage detection (on SCS vprsion) • UL Lis[ed • 1 p-yeir limited warranry Applications INTFRIOR OR PhHiMLILit • Si~r. ~rrow~i~W2k Joas • Sinqli~ iinwin%in6 JOOiS (0n Nnrh 21xnu1cu4) • R~m ul uwwioging doas witkutt nnilliwi - Pmn ~~1 imwinkif~K dtp6 v.iNrurt nmllk>n (u5C Wlfi Z ArrrkPM1:) • nrnwnirwnt F.xililiC. ~ O„ii2 Cnmplem:s • W,nclwu'sN • R2ldil • Commnrrin~l • hrcluevial • HeaM ('A;e Doa Shhs Amar PSS) Oidcv lwu bv 11,130 ac: i rn d fnnn C rebY: oba nw hn n720 IM saaidry CondMlon Semer (sa) u ossi:a to.,si.sueM . w, i,r m.zo CTS.._ Scrtw qt (cnnMalNnM IaSte~er5lw v.?iil~/ ~~wv frnM) CSS....... OSS htrdlt WL . . . f MiW mo V 2d[V Mdv02f S0.Ur'ty S( t pi (InInDeiWoof!ussnm; al . . MSf TdTCIm~M)1~IIIIIIyOnlP.) M[Wq10 w MtlM020.....__._..."'"........_.. . MnMl'r C<un Nwa(6 . 0310 imly (rNuCIS Foldnp I,m ~ W~na2 thdn WIII Sylh Annalun Ifll......."_'........._......._. Spa<NI Fnlshes.......... . &a;laLlconHmMq'" onarotiaDs nnmyxe Mar-22-04 10:07 Advanced Security Tech_ 303 282 8505 P.02 Mar-22-04 10:07 Advanced Security Tech_ 303 282 8505 P.03 ' 2 l C < ~ . . . , . . ; ~ , ~ y_~~ )ecifica ~ons . $3t0~~ -1--~=-~--~~-- . ~32a.Q ~ , 1. ` ~ . . . . ~ In or Out... we make it Easy.M NafF: Six:n(ii.adons are cu6jLrI, to chan3w vnUla+t nOtKP.. w CtYNI'RUL). i:s/e• 0.2-7/e' w K to-iYZ' L HWSiflgDli}ItfI510M1i : 1/a'mMUMi~ybXkf~ _ x7 7I' Slandard S/e" L' x W Armalure 3/A' a I-ql6" L W Ufwrnd 3/G' C1 x 1 plate Dimensions Feld selectab~e T21~a VDG VolWge Tdeiar~ t1UM+ Power/Current Mrx 0.2AA al 12 VDC Reyuiieil~2nK M3x UIN~ %~r 24 Wl c)ne.,pDittt IockirtS . . HddingFOrce . . (,ro aisaooa^ds). $(5 (wi~ti LEU) SF'CR )A (r7? SO W C OntpVr Re.lays L15S - SPm 0.25AlW 28 VfK (Ury out(xlt Fnrtn W ring Re4uiremenn 2 wires - pw+e'r inDut Vp eo a wire4 output adjuSUble Tme Oclay 0 n) 00 k=0~' -~am6b'C-14tnlao'6 . OpemtingTemperawre . 1-5/8• o<za/a• w. ai' L ~ (inrhu5n5 I/1' mcuA~'2 b."1-61 Standatd 5/0' r)%2}/U` W x].7/ 1 fi' C OpoCA+al i/fl' U n 2'S/B' W[ 7 7/115' l' . Feld selectable 120e voe folerance t104b Mxa 0.20n at 17 VOC (ufch b[k) (each Imk) Mdv (lJflA in 24 VLI(, Two-POirt lu[king (w w t soo ow+h e.w, WINo tiS (witli LCO) -;Pt7f 7a C su viX. ~cs tiNUi uzsn R)a vDL (pv M^f"a wnn C) 2 or a vNres po'.tr inpg up lo a a a wires w4x+1 0 w 9U W.Onck CC«ifiCdtinn I UL&UIC-lknxl.MlAlSrn'1 I_ •(1°i°.. vrti~~4nc 4~d[p diRiencioue dr! b/B' D x 3 3/U" W r ICf l dcd UC Whd6~' ~ Stxic; ( Ncpp: RG rn<a~rninends trame «~inlurceme~tt, nd uur liltered, reg~ in H,s IU Typ'u'I 6iscallation 8310 SplitMma(urc installation 0320 Typical Inshillation NCI alsn u((Cr5 a complelC line of EIeC[rOmagnaNc lo[k5, Flxcbii 5[like<, I Dn r SuV01ie& Sw 1d1c5 Knyp' Js 8 Neaders Exic UevRPti, Sys[em5 F Dour I IafOwrre- iu:t4U~:VTFLNH14Ul1Nll.~llClf111 (IIAY•W'U"URIIIIIIA!GI<({ON'NIYIdUM^.Y~4~~-„'NIIIIIIMI'ORONPII~ l $6>c. c,[a1r 1230 • rvc rd. iuS`. lM .6nne uunn:r.'!nPt ~rwv. ~w:Rwnri. Nm lHN wnCrt W '%ro • u+xti99 ~,An,qbil ljnsurnvS~~I.CqSCfW in~.NUUG~.pn ni~ni~•~iuu6:iGS0•sii~:n ~r.,i•~~u:>~9Fpi'mw.fMN4.:41~WkIITilfRtllAIYIWTAfi V. I t 1Uro60'C.la1o140'F t II M1 IILC: Li5lLd. MfA, fSFM Plan 4643 Wadsworth Boulevard 6801 Lipan Street ihornton, Colorado 80260 (303) 657-3700 FAX (303) 657-3727 Michael W. Kiiby, Jr., Ph.D. Chie( Executive Officer ComprehensNe Alcofwl and Drug Treatrnent Center Serving the Community Since 1976 December 15, 1999 Dave Roberts Fire Mazshall Wheat Ridge Fire District 3880 Upham Street Wheat Ridge, CO 80033 R~- llear N`ir. Roberts: The Jefferson County Law Enforcement Departments, including Wheat Ridge Police Department, have requested that Arapahoe House expand the capacity in the our residential detoxification and treatment program over the New Year's weekend. This facility is located at 4643 Wadsworth Blvd. in Wheat Ridge. For the period extending from 3:00 p.m. on December 31, 1999 through 3:00 p.m. on January 2, 2000, we propose to accept up to 70 individuals at a time for detoxification and treatment services. We intend to have adequate staff available to maintain a minimum ratio of 10 clients for every one staff inember during this period. We understand from the Wheat Ridge Police Department that they intend to locate an officer on site at the 4643 Wadsworth Blvd. facility during this period. Arapahoe House requests your approval to operate outside our approved capacity of 50 residential clients for the period extending from December 31, 1999 through January 2, 2000. We appreciate your consideration of this request. Sincerely, Arapahoe House,Inc. Nancy VanDeMark Chief Operating Officer cc: Wade Hammond, Lieutenant, Wheat Ridge Police Dept. Michael W. Kirby, Jr., Ph.D., Chief Executive Officer BoardofDiredoro: EI'¢abethC Fuselier CurtisHartis BrianD Milligan CkistineC Poxers ExOfficbMemben. Shenff Pat SU~'°n peg groym SlephanieJaneGrilfin David J. Kohtwey Nick Nimmo Moicelie C. Rapp Maiy Bace KaleTaue LindaJ. Daniel Bob Hagedorn Marfha Hill Kreutr Scok E. Pope Henry 'Hank' Robinson JoanJohraon EhineValente Lynn M. Doyle KathyJ. Wegner Governa Bill Oxens Mette T. Riis, President 699 WHEAT RIDGE 'FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 December 22, 1999 To: Nancy VanDeMazk Chief Operating Officer Arapahce House 8801 Lipan Street Thornton Colorado 80260 Subject: Requested Temporary eapansion of occupancy capacity at 4601 Wadsworth, Detoxification Facility, from 3:00 PM., December 31, 1999 through 3:00 P.M., January 2, 2000. Deaz Nancy, I have reviewed your request for temporary expansion of the facility at 4643 Wadsworth, Detoxification Facility, for the above mentioned time period. I am granting the expansion of occupancy to include an additiona170 beds only. During this time period the following requirements must be met and adhered to for the approval to remain in effect during the requested time frame: The facility must provide adequate staffing for all patients assumed to be at the maximum number including the 70 additional beds. This may require more than your suggested minimum of 10 client to staff ratio. All onsit8 staff personnel must be familiaz with emergency procednres involving onsite fire emergency procedures including, but not limited to, fire extinguisher use and procedures, fire hazard recognition, and immediate onsite mitigation. 3. It is my understanding from the Wheat Ridge Police Department, that should something happen of a serious nariue, you may not have a Wheat Ridge Officer on site to assist should you have an immediate problem. Therefore, I strongly recommend that you have personnel capable of handling the situation in the absence of an officer. 4. During this time period that you are requesting, I am requiring that you keep a FIRE WATCH LOG commencing at 3:00 P.M. on December 31, 1999, through 3:00 P.M. on 7anuary 2, 2000. Ttils will require a designee, familiar with the facility, to conduct a physical walk thru of the facility every 2 hours to inspect for any potential fire hazazds through out the building. A log of the time that the inspection was conducted and by whom must be maintained in the office during this time period. Failure to do so will result in revocation of permission, vacating of addition clients; and the issuance of a summons for failure to comply. Should you have any additional questions or concems, please contact me at (303) 403-5902. Respectfully, < ~~~%GVI~ Dave Roberts Fire Mazshal Wheat Ridge Fire Protection District Cc:file Lieutenant Wade Hammond, Wheat Ridge Police Department Darin Morgan, Chief Building Official, City of Wheat Ridge P4'r~9~ rae7~l11 Y' 7711T~~ 'r~~~~ ~i~PARTME OFP~ANNING dND DEVELb ~VIENT Building Permit Number: 9968 ~IUILd1N~T INSPECTION LINE - 303-234-5 33 CITY OF WHEAT RIDGE ' Date : 1/4/00 ~ ~y500 WEST 29TH AIVENUE WHEAT ~IDGE, CO 80215 -(303-235-20 6) PtoportY,Owner : r petlty ~i ! fvddress : 4643 WADSWORTH BLVO ~ I I~han : 657=3700 Prc~ ~ Contractpr icerise No. : 19989 Campany : Bamett Gompany F"hon:' : 293-2323 J a Ic a ( WNERAf30NTRA(7T0R SIGNATURE OF UNDFf£STANDING AN AGREEMENT Ednstructiott Val~ue $6,316.00 ~ere¢y qg~tiTy ihat thsetpack~~ distances proposed by this permit applicati G'n pb nQ~ ywtate app ablC ordinances, rules or regulaUOns of the City o(l~J ne accurate, perpjt $139.25 ep~ Ridge.oe qvenani. ea$ement or Y¢IStri¢tions of record; that all measuremenNS sho4ln, Idbre=eccurate; th~t ItI3ve teadand agree to abide qy all condihons ppIt and allegations PI3f1 ReVI@W Fo@ :$0.00 On~this ~ ~ 101 tio~,and that 1 ssue fdll responsi6ihty for comphance with the WhL.a $g474 ~tidge t0.pildmg US8 1"aX f Qdq (U.0;6.) and aN dSthe eppliwble Wheat Ridge ordinances, for work uryb r kMis pe,rmit. , ~ I ~WNER}fGONTRAC~OR~ SI6NED Tt~Cal: $233.99 ~ U9@. Desc4ptioA : j, Rtpla~,ce wood fence w/339' of 6' chainlin~ v fith 3 sSfand barbed yaire on tqp d II ~ BUILDWG DEPARt IPNT USE ONLY ! = $IC gq. Ft. : ~ Appr~ I[i MCC Sarbed wire pl Ic~ i ~ s1 Qn tpp of a fence shail nbt b hPg~herthan 2' and ' r Zon~ng k, R-C 5hall point inw tl$ towards propelty 4 qkay per notes,"i ARPro~al :l DM + I il ~ a Ii APProlvaf ' I r OcadpancY 'Walls : Roof O F rt G ( Stories : Residential~ Units : ' LlliCtrioal LiCense Nd: ~ampapy : i rzxpiratiqn Date : I ApProJal : (9) spertnRwa~isd 8tlinaCCOrdancewith ' R9gulations a'. Bul ding Code o! Wheat R (I2j Yhis parmit sh~ll ex ire if (A) the work auth gtisntloned for!a pe~0d of.120 days. (3) 1p tl~ia permit eppir , a nqw permit may be tl~ gngurel plans nd s OGfiCations and any si $~cEeatls one'( ) ye G fuA fees shall be pai, ~ Nd rk of an , maq r shall be done thah wo COn6'actor sHall:natl the Building Inspec6 ~oceetliing wi~ su sslveP hases of the ISSUance Qf a rmit pr the approval ol !he Dulltling eode or ahy oMer ordinanc ~ Ohief Plumping License Mp :l 1 Mechanioal Liqenqe No : Company : Gompany': 1 ~ ;I Expiration Date ~I'~ ~Expiratiorh Da~ : Appraval APProvzil i provlsionsset forth In popur a pl tion antl.is subject to the lalvs otthe SGjti@~W GQlora+'and to the 2oning Colorddo or any other app eiordlnaq6es of thc Ciry. '.I :d is hot commenced wiMin ki (60) tlayS.from issue date or (Q) the bmlddtg avm~zed is.guspendetl or o~pm ~ uiretl fot a fee of qne half the ~unt normally requlred, pipvidetl na chehq0s hevt beeporwiN be matle in ihe msion oY abandonment has nqt xQeedetl bne (i) year. If ChaingES ere madeor rfp{usp6nsi0q or abantlonment a new permit. ~Ihangelhenaturaiflowofwat~kr~al~FirtgadrainageprobleiT Fenty-foWr (24) hours m atlvany~p (of alHnspactions ana shall recerve wntten approv 0 at inspeGion card before wingS aptl specifica6on5 shall6{t Gk tlons`med to be a Wfntl for n0r an appfova{ Of any vi0lation of the provisions w, rWe or regulatwn ~ . ; ~I ~ I d " ~ I r D.F.PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : ~&tA~w °roperty Address :q~ Y 3 Phone : (pS7- ?70 O Contractor License No. /C/q,?9 : A;. - 1 Company : AlLt~ Phone :,-2 ' -,2,? Z 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDINd AND I hereby certiy that the setback distances proposed by this pertnit application are aceurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrietions of record; that all measurements shown, and allegations made are accurate; that I have reatl antl agree to abide by all conditions pnnted an this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) antl all other applicablp Wt}WRidge ordinancps, for wor~)Ohder this pertnit. (OWNER)(CONTRACTOR) SIGNED.3'/~-Ad LDATE K "O D Construction Value : (p 3 6 , o0 Permit Fee Z > Use Tax : Total : Use: Description : 33q - (59' ~~i~+.~vr~ i~'~✓~ ~✓-/3 ~2~2G~~ iE~~"~rt~G( ~ Approval : Zoning : IR _ C BGifdm-~rL Approval: BUILDING DEPARTMENT USE ONLY ~~\~.Yzc$ WkA-.C ~1QC~CL b~l~o, SIC Sq. Ft. : , . nc~ tyc~h~n~F n d' , ~~hG~U~. ~p1f~ Ir»CjS ~Ou;cC~cOS L r /2cf Approval: Occupancy : Walls Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiretion Date : Approval: ~ • , Stories : Resfdlln?iai ~ts 7, j' ..R Mechanical License No : Company : Expiration Date : Approval: (1) This Oermit was issuetl in acmrtlance wiN the pmvisions set forth in yopur application and is subject to the laws of the SWte of Calo2tlo anE to the .'.oning Regulatians and Building CoOe o/ Wheat Ritlge, Coloratlo ar any other applip0le oNinances of ine Ciry. (2) This pertntt shall expire R(A) the vrork au[honzetl is not commence0 wilhin siaTj (60) Cays (rom issue tla[e or (8) the DuilAing authonzetl Is suspentletl or abantloneA for a penotl W 720 Eays. (3) If this permit expires, e new pertnit may be ecquircd for a fee of one-helf the emount nortnelty reQUireQ provitletl no changes have been or will be metle in the onginal plans antl specifications and any suspenaion or abanOOnmen[ has not ezceeded one (1) year. If thanges are maEe or if suspension or abantlanment exteetls one (1) year, /ull feea ahall be paitl for a new permit. (4) No work of any manner shalt be Oone Mat will Uange Na natural flow oi water causing a C2inage pmblem. (5) Contrattor shall no6ry the Building Inapector lwenty-kur (24) hours in atlvance kr all inspMions anE shall receive wntten appmval on inspection car0 before proceediing with successive pfuses of the job. (6) The issuance of a pertnd or the approval of E2wings anO specifirations shall not be consbuetl to be a pertnit Por, nor an approval o( any violatian ot the Orovisians of the builEing codes or any other ordinance, law, ruk or regulatlon. Chief Building nspe ~ -i Z W !v ~ L ~ o ° m C rD ° o A { - 1 07 r ~ ftl m ~ ~ ;n r y 2 D 0 z~ m n, A m LrI Z Zl i ~ z < D U p ~ U ~ N ~ D jn m ~ p ~ U+ 1 m ~ z m L)) N -4A JD K. D ~ b G ~ m r - o n D r W m II1 ~ I Jeffrey D. Black 105, ~ ~ :TJ m - a Q X ~ T U T r G% n 0 n `i (1 T7 y IG r rn r ~1 N . ~ xo A _ m z~ ~ z°v X 10 rnZ z~ n m ~ ~z p U, ~ rD 1 y ~ ~ o~ ~ - 13031 427-5480 p.2 ta 0) Qr y 0 z 1 > x i rn m I x . ~ z I c+ Lh ~ ti `x ~ ~ z ~ Z r r x z ~ x ~ z m G~ Z w ~ 6_ m im J Company : Barnett Company Address : 3800 Wynkoop Street City : Denver CO 80216 Type of License: Subcontractor CityLic : 19989 Phone : 293-2323 Fax: Date Issued : 5/18/9$ Expiration Date : 5118/99 CHIEF BUILDING IIJSPECTOR _Barnett Company 38001Nynkoop Street Denver. CO 80216 -Z'FIRE ❑ EMS ❑ Revised Report :TnrinN f WHEAT RIDGE FIRE DEPARTMENT FIELD INCIDENT REPORT INCIDENT NO. MONTH DAV VEAF ` DAV OF 7HE W K ALARM TIME ARRIVAI TIME TIME I~N i~RV. Z 1 3 S~ O 3 ~ O Z l T~~s Z,/~ ~ TIP OF UATI FOUND TYPE OF ACTION TAKEN MUN'AIL AID ( Y / N) ti GVEN RECD 2 FIXED PROPERN USE 6 5 - IGNITION FACTOR 1 3 3 COFRECT ADDRESS A 0 J Q~s q 3 G ZIP CODE 8'O d 3 cc~ Y ~ OCCUPANT/ PATIENT NAME (LAST. FIHST, MI) TELEPHONE ROOM OR APT. M ( 03) OWNER NAME (LAST, FIRST, MI) ADDRESnS TELEPHONE ' /~O l "Oc~ 4 ~t METHOD OF LARM FROM PUBLIC DISTRICT NO. ALAFMS f / 7 l RESPONDED RV. PERSONNEL PESP. NO.OFENGINES NO.OFFIRE S NO. AERIAL APPARATUS RESPONDED / NO. OTHER VEHICLES RESPONDED ~ l ! NUMBER OF FIRE INJURIES NUMBER OF FIRE FATALITIES FIRESERVICE: OTHER: ~ FIRESERVICE: e-r OTHER: CO PROPERTVLOSSESTIMATE KNOXBOX USE NO.OFSTREAMS / / ~ ❑ YES O N ~ 1 1/2" Y/3/4" /2" BLDG. CONj FAN SCBA TTLES LADDERS FT.OFHOSE / FT. 1 7/2" 13/4" 21/2" SUPPL DAMAGEDEQUIPME UMPTIME / HVDftANTS EXTINGUI ERS - NO. CONO. NO. POLICE UNITS OTHER UNITS OPTION k4 Y COMMAND E1 lq E6 8-3 M-1fi C-1 C-3 REPOFTIP TS 7 R-2 B-5 G2 POV UPPLEMENT FEPORT: 0 EMERGENCY ALARM INSPECTION ❑ OTHER FIB / INV S REMAFiKS/OPTION #4 ❑ 001 ❑ 035 ❑ 070 ❑ 102 ❑ 123 ❑ 144 ❑ 165 ❑ 186 ❑ 003 ❑ 039 ❑ 071 ❑ 103 ❑ 124 ❑ 145 ❑ 766 ❑ 187 ❑ 004 ❑ 041 ❑ 072 ❑ 104 it 125 ❑ 146 ❑ 167 ❑ 788 ❑ 005 ❑ 043 ❑ 073 ❑ 105 ❑ 106 ❑ 126 ❑ 127 ❑ 147 ❑ 148 ❑ 168 ❑ 169 ❑ 189 ❑ 190 ❑ 006 ❑ 007 ❑ 044 ❑ 047 ❑ 074 ❑ 075 ❑ 107 ❑ 128 9 149 ❑ 170 ❑ 191 ❑ 008 ~.048 ❑ 076 ❑ 108 ❑ 109 ❑ 129 ❑ 130 ❑ 750 ❑ 151 ❑ 171 ❑ 172 ❑ 192 ❑ 193 ❑ O10 a 011 ~ 049 ❑052 ❑ 077 ❑078 ❑110 ❑131 ❑152 ❑173 ❑194 0 013 ❑ 053 ❑ 079 El 117 ❑ 732 ❑ 153 ❑ 174 ❑ 195 ❑ 017 Q 055 ❑ 081 ❑ 112 ❑ 133 ❑ 134 ❑ 154 ❑ 155 ❑ 175 11 176 ❑ 196 ❑ 197 ❑ 018 6 060 ❑ 067 ❑ 083 9>086 ❑ 713 ❑ 114 ❑ 735 ❑ 156 ❑ 777 ❑ 198 ❑ 019 ❑ 020 ❑ 062 ❑ 087 ❑ 175 19 136 ❑ 157 ❑ 178 ❑ 199 ❑ 021 ❑ 063 ❑ 088 ❑ 116 ❑ 137 ❑ 156 ❑ 179 ❑ 200 ❑ 024 ❑ 064 ❑ 069 ❑ 117 ❑ 118 0 138 N 139 ❑ 159 ❑ 760 ❑ 180 ❑ 181 ❑ 029 ❑ 031 ❑ 065 ❑ 066 ❑ 091 092 y ❑ 119 ❑ 140 ❑ 161 ❑ 182 ❑ 032 ❑ 067 ~ LJ 094 ❑ 120 9 141 10 162 ❑ 183 ❑ 033 ❑ 068 ❑ 099 ❑ 121 ❑ 142 ❑ 163 ❑ 184 ❑ 034 ❑ 069 ❑ 100 ❑ 122 ❑ 143 ❑ 164 ❑ 185 303 Mar-04-99 06:16A . pgpA 72 IN9PECTION AND TSSTING FORM PROPERTY NA?SE (USFR) ERVZCS ORGANIZATION 0.ROG AM6: A qC0l~ ADui:ess: ~ 3 Wu DDRESS:3 3 ,,4-ta,r, ' pSt.,S~ C.N/Lf OWNER CONTACT: To h : $pRESGNTATIVN TF.LE BHUNE : ICENSG NO.: ,417- G£"r" p -ICONTACT: TCLEPHONE NC• 4,..~ a~rntiNT REF. NO.: P_09 Pa e 1 ~ To[al Page* TEST DATE: 1-/8` TEST TIME:0goc) l' gg,RyICB INTERVAL PE TRANSMZ8520N ~ 1_ Weekly McCulloh [ Monthly Multiplex ~ j- Quarcerly Digical [ Semiannually Reverae Priority D<J - pnnually RF [ Other (Specify) Other(Specify) S S00 r. MODEL N0. - ~ ,p1Ey MW7UFACTVRER: 1FTWARE REV.: SGRVICE PERFORMED: 12r 1ST DATB SYSTEM HAD 7aNY 1ST OATE THAT ANY .°+OFTWNLE OR CONFIGURATION WAS RGVISED: V l~ ~ ALARM-TNITIA2ING DEVTCE 7S7o CIRCUYT =NFORMATION Comments vices Type of Uevicea f• D La tl bel SGyle q - ~ e o - one ilw I er- ~.D Pvll Sfa:faaf~ ~ 2 ,P cf I w ~ z QS t D - AJ l.✓-. 'D 6I7 W t 1 . . F + Ap z S ►2~i P_ ` _ ~ ' ~ 2 2 D l~S t t ~ ~ S ~cv~ lve ~ , _ l3r(C,2 PS + ,n ? • Tu ~ _ c~ O Mar-04-99 06:16A 303 NFPA 72 2NSPECTZON AND TS5TING FORM A,,ARM_=r7=TIATING bEVZCCZgCvIT INFORMAm...,ON ~f ODevices Re : CTRCUZTS SUPEAVISED? [YI1'ES [ )NO ALARb1 ZNDZCATYNG APPLIANCE AND CIRCVIT INFORMATION ^ ~--I'SCVle il of Devices_l Type of Ucvices ne # z V_~o _r E cTRCUITS SUPERVISED? Z-2 IC,sL _I Y] YES [ l Nn l4 P.10 Page 2 GNALxNG LINS CIRCVIt9 72, Tahle 36) of signaling line circuits connected to sYe em: iantity and style (See NFPA Quantity ~ Style(s) !STEM POWSR 3V4PLIES Amps 2• S L. Primary (Main): Nominal voltage_ Amp~ rJec S c...`yG h. Qvercurretlt ProteCClOn: Z~'peY.~ I~f~ S~✓: Yc.~ Dieconnecting MeaYs Lo~cacion 1a~t2 ~ ~ storage Battery: 7+mp-F~r. aating Secondary (Standb ) : ? r ~ SM; n CalCUlate capacity to operate sy~te~a, in hours : Engine-driven gener^ a~~~ dedicaced to fire alarm syatem: i,oeation of fuel storage: YPE BATTSRY ]Nickel-Cadmium p Sealed Lead-ACid . ]Lead-ACid JOther (specify) ower -uPP1Y' instead of using a c. Emergency or eCandby sysrem u~ed as backup to primary p . secondary power supply: ] m gency 9y9tem desc:=ibed in NFPA 70, AYticle A=tiCle 701 ~gally required standby described in NFP7~ 70, ;]Optional standby eyetem dencribed zn NCP7~ 70, Article 702, which alSo meere the performance requiremente of Article 700 or 701. Mar-04-99 06:16A 303 NFPA 72 IN9PECTION AND TSSTING FORM PRZOR TO ANY SESTINO IHICATIONS ARE MADEt YSS NO WEiO 13 TIME oo ITORING ENTITY LDING OCCUPANTS ) [ 7 ` ~ol~n Bw p~r O~aJ LDING MANAGEMENT [ F . I ) IER (SPECIFY) 3Y9'fEM YCSTS AND ZNSPEC220NS V28VAL FUNCTZONAL COMMENTS 'E 14 t4 iTROL PANEL CERFACE EQ • M lyl APS/LEDS iES [MARy pOWE2 SUPPLY I~(.I Dn )UBLE SIGNALS 1 Q~ iCONNECT SWZTCHES yyy V9 )UND FAULT MONITORING I ~ S6CONDRRY POWfiR p$ VZSVAL FQNCTIONAL COMMENT9 ~ ~ l 0.Gt ~~C f:•S TTERY CONDITION AD VOLTAGE SCHAAGE TEST ~A AR6ER TEST ECIFIC 6RAVITY ~ ~ - AIA- AN3I8NT 3IIP4RSSSOR9 [ ~ ;MOTS ANNUNCIATORS )TIDZCATZON APPLTANCSS fOIBLE 'SUAL ?EAKExS =10144- >ICE CI,ARZTY O Ucf- * Y~f INITIATYNO AND 3VPERVISORY DEVICE 285SS AND SNSPECTIONS SEE FIRE ALARM TNSPECTZON ANA TL•STSNG LOG SHEL•TS KEgpg!]CY COMMC/NICATIONS EQVIPMENT VISVAL FIINCTIONAL COMMENT9 HON£ SET HONE JACKS FF-NOOK ZNDICATOFi I 7 ~ ~ MPLIFIER(S) I 7 I ) ONE GENERATOR(S) 'ALL IN 5TGNAU .YSTEM PERFOAMANCE [ 1 ~ ~ P.11 Page 3 Mar-04--99 06:17A 303 NFYA 72 IN3P6CTION A6LD TESTZNG FOItM 'SRFACH EQ IPMSIIiT i«kw~ ;CIAL 7.HA ARD SYgTEMs M1ENTS : V19UAL DBVZCE OPHRATION (10 ~ [ ] [1 [7 [7 [1 IOYY PRSM2389 MONITORZNG: `E; NO] TIME ARM 3IONAL ARM RESTORAL c)VBLE SIdNAL L ] I ~ OU9LE RESTORAL PERVZSORY SIGNAL [ 7 ~ ] PBRVISORY R651'ORAL TIBICATIONB THAT T69TING I9 COMPLSSSi YSS NO WHO 'ILDING MANAG6MENT rr [ 1 rNITORING A6ENCY MI t 3 fILDING OCCUPANTS 'HER (SPECIFY) [ ] I 1 [J (NOTIFIED) r pNy IMPAIRMEN2S L) I) L IE FOLLOWING DID NOT OPGRATE CORRECTLY:/-' ,4 SIMISLATED OYERATSON I] l] L7 COMl6ETITS TIME Lr (~l1~ I lA Qct.~t W - '1a li 0 H J . / \ (G?2~~0! NG C c C0. Ura P.12 Page 1 TT -t~cj -t .+if/W-4 SC \\C~Vt(/~ -~Nl -~.fl~ 1CVG~S Cf~_JICC~:T ~ - ~_r ^~'L $TEM RESTORED TO NORMAL OPERATION: DATF L~~,! L TIME THIS TE9TXN0 WAS PERFORHED ZN ACCORDANCE WITH APPLICABL6 NFPA 5TANDARDS. fAME OF INSPECTOR: ( (~Wn17 DATE: TIMG: ;IGNAT[JRE: .91 r7^,1 { 7AME OF O~ER OR EP SENT VE ~ Ok~ NalCT r- TIME: I~CVV/~'✓J ~ DATE: ;IGNAT[7RE: Mar-04-99 06=17A 303 rir0 niarm ranei i esung m'o aneai :I Manufacture /o{-- ~ Model S cQQ 1 ~ ~ Nare Revision NARY POWER SUPPUES (Panel Transformers) age Input Rated 120 Uc~- age Output Rated 2 t y4 ` -ent Output Rated ~ --s- ~i r.r_ ation of Disconnect Means Measured Measured Measured P_13 Secured (locked) YESlNO Rating :onnact Means TyPe Rating el Overload Protection Type :ONDARY P0IM1IER SUPPLIES sr~`,~-k LR,4 Quantity 2 Size (V/Ah) / _ V :ery 7ype ~ ~ ~1 Date Batterles Instailed [r g/ ation of Balteries f'tc~ tage Measurements tages of Individual Batteries tage of Batteries & Charger Connected al Voltage Supplied by Batteries tage Output ot Batlery Charger 61 /3,4( 11 I4/ NEL LOAD TESTING (Dlsconnoct Primary Supply) irm irm attery Calculations )tal Standby Load arm Load 2S 0-2au 24hrs Ohrs, 90hrs T q 5min (.084hrs) DeRating Faclor (1.2) Required Battery Size O 0 40 1 F.,I( SS 3q 2 _ CP t IQ 6 f Mar-04-99 06:17A 303 h('%1\lJ1V 111\Lil11VL Jlll'lil ~ t.V. Vl LLll Y Ll~ PIKG ALARM 1NSP(:CTION AND'fCSTING LOr PAGL: vTI'ANY: TTST DATC: 2r•,r• No.: P.14 DI.;VIC6 f)IiViCF ALAKM OPGRATIONAL COMM[iN'I' LOCA'I'ION 'I'YPf: 7.ONG _ ~ ~ ~C n N w D cl N o`: ~ s t N CY6 A f~~l N > W ro ~.~.r R n S N a~-~- ` r `SS g~ i `l C ~osc+ f ~ -S N N N ~ ~bu u~,.fiSS N a,- 1o Ll- N' C 2~ ~ .ts.r Y CX?- N AA l,L T cr 0 12 N I f- , ~ /~'~cl~s ~Z.w---S~a,,..~r- 17- N N 13sR►z 5 N ,u., E~..x (Z5 A2 S~ N N .y~ IZ..- PSt7 - N .S N N ~rF x o.,4« 1;~t c Ns1o N r 12ccv.rjs ~ N N N t .~l,. wu N S r E S~ _ N P:~ SS GI (sD ~ N < 7,,...~ ss ~ COMMUN'I'S ~ c 76 'SD - PHOTOBLCCTRIC SMK DBT PS - MANUAL PULL S'I'ATION DIi • DOOIt FIOLDIiIt SD - IONI7ATION SMK DLT RR - RATC Of RISBI ICA'I' Uf;T Wf - WATCR FLOW SWI"PCI I )PD - PFIOTOELECTRIC PUC'i' SMK DGT rT - FixEo'reMi'i n:n'f rn~T "r5 -'rnMrrii swrrci i IDD- IONI7,ATIpN DUCI' SMK DF,T SSU - SINGLE STnTION SMK Df-.T 303 Mar-04=99 06c17A - H,vtcviN ricuLnivu ~r+rc ~ z t-.v. ui Li:rv v Lic vutC ALARM INSrFCTioN ANU TeSTING LOG vi PANY: ~resr un~re: 9 ~ 0.~uL /y0.~.~._-.. pCVICE ULVICIi AI.ARM OPLRA'I'IONAL LOCA'i'ION 'I'YNL• 7.ONG P.15 Z PAGG' Iier No.: . COMMI;NT ~ N~t S►~ ~ N PS~ ~ 6c( ~b k ~ ~sd <S.~ , ~.SD ~ N ~ ~ N ~ CA~ ~ N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N (:VMMI:NTS d(& ,V~,4 2-Ci~ (r` F41~ SL ..I Sl(v (%C11±- PS - MANUAI- PULL S'PA'I'ION Di I - DOOR HOLDFR SD - PIIOTOF.I..ECTRIC SMK DGT RR - RATIi OP RI$T; I I(iAT DET WF - WATCR I'LO W SWITCFI 3D - IONIZATION SMK DET ~ - PD - PHOTULLCCTRIC DUCT SMK Df~ f fT - FIXBD "1'I:MI I Ifn"f DF.T TS - TAMPfR SWII'CI t SSD - SIN(;LL• STATION $MK DHT UD - IONIZATION DUCT SMK UGT Ma~-04r99 06: 18A 303 !~/'11<V1V 1'1 .l\Lil11VL JAI.'liR L ~v. v- ✓a+~fIRE ALARM INSPGCTION AND TESTING LOG 113ANY: 'I"LST T')ATE: (/tg -q ` '-T- ~ - DL'VICL DL•'VIC6 ALAItM UPLiItAllvrvnL ~G-A-b-'LOCATION TYPG 70NL N : k~ w.. PS n ~ N IZ~ X I SD cc ~ N S ~ D.sQ N - .t~ E P.S~p N s w s~P C~ N ;kc ,r-- r7-st Ee:4 Ps t . ~1P N . ~lo~ ~ DR nSo N , c - ~ ~ (-S'n N ~ eS Y3 l e v N - N 4 a I~ N N Sl~ ~ N s 2v~ L~ N 13s N ~ 1Z l3f(~(Z N c N N Sp N 6~-• D b 7Z/ f3S~ - N P/ Y N PAG F.: ~ Rf:f- NO.: _ P.16 ~ t-0 "°"r SS ~r COMMCiN'PS PS - MANUAL PULI, STA'1'ION DH - DOOR HOI_DGR 'SD - PHOTOGI.FCTRIC SMK nCT RR - ILATF. nF RISI: Ilf-.AT DH'I' Wf - WA'I'L•'R rLOW SWI'fCl I SD - IONIZA1'10N SMK DG'f 'J'ti - TAMPLR SWITCI-1 'PD - PHOTOELCC9'RIC DUC'I' SMK DG"f FT - fIXLD TEMP I-18AT DLT DD - IONfZnT10N DUCT SMh UCT SSn - SINGLE STATION SMK DC'I' 303 P_17 va LGIY r u1% Mar-04-99 06_18A FIRG ALARM INSPL•'C'1'ION AND TCSTINC LOG PAOF,: viPANY: TF,ST DATG: RG(= NO.: UCVICG ~ DEVICG ALARM 0I3EItA'1'IONAL S LOCA'1'ION TYPF. 7pNf-. Y N ~ rs N 11 ~Jc~4 4-1 5 Y N - µ S N ifl N N N Y N Y N N - 1,.~~- •F- , S _ Y , Y N ( Y N Y N Y N Y N I ~ S.7 Y N I~40 t7" - Y N Y N Y N Y N Y N Y N Y N (;QM M I;NTS DI1 - Doc~ic >p - 1'110TOELf-,CfRIC SMK DET PS - MANUAL PULL S'I'A'IION W~, _ W~•~•CR PLOW SWI"fCl I ;p - IONI7,ATION SMK DF.T RR - RATC OF KISE I IL'A'P DG'I' PD- PHOTOGLGCTRIC DUCT SMK DGT f•"I'- fIXL•D'1'GMP IIUA'I' DG'I' I'S -I"AMNC:K SWI'fCFI )U - IONIZA'PION DUCT SMK DC'I' SSD - SWGLLS"I'A'I'IUN SMI< UL•:'I' Mar-04-99 06=14A 303 P.01 FRE K S'qFFTy of denver 771~) 3333 mariposa rtreet denver, colorado 80211 phone (303) 455•3340 lax: (303) 455•8743 FACSIMILE COVER SHEET TO: DATE: COMPANY: FAXN0.:3^ Q,~O _D2,;'d FROM: kp. : ic r NO: OF PAGES: ` 3c:.~.~ I- IF YOU DID NOT RECEIVE ALL PAGES PLEASE CALL (303) 455-3340 OUR FAX NUMBER IS (303) 455-8743 MESSAGE: A&Aolc-_ jc4JE-1C ; nS,UCc-4-1u r- ~ `f~3 ►-,Jajs L-,c, -t c• Mar-04-99 06:15A 303 NFPA 72 INSPECTION AND T65TIN4 FORM ka-f-(S+wlc. orly) P_02 Faye 1 2ota1 PaycL 7 TEST Y1ATE: 3 ~.~I49 TEST TIME:1&214--~ $SRVICB ORtlANIZATION PROPSR'rY NAMS IUSGKI NAME: ~ - ~ ~ w~31 - NAME: A r:tt ~.SatcT . c` o` ` (Jc 0.Co r ADDRESS:33~3 ~(4f'rdJa~~ ADDRESS: J~ 4 3 REPRES6NTATIVE: D OWNER CONTACT: ~ A a 14L- TICENSE r,o. :I'VIC-F r cL I S TELEPHONE: TELEPHONE C7~ APPROVING AGSN ~/4„4fJ NG SNTITY O CONTACT: E: ffTELSP HO TELGPHONE: 2, -7 2 ING ACCOUNT REF. NO.: :YPE TAANSMISSZON [ J- McCulloh [ J- MulCiplex [ - Digital Reverse Priority [ ] - RF [ 7- otber(Specify) . PANEL MANUFACTURER: ...Nv~•4iC!- . . ">OFTWARE REV.' LAST DATE SYSTEM HALI ANY SERVICE PERFORMED:~_o` qq . ~41u w LncT DATE THAT ANY SOFTWARE OR CONFIGURA'CION WAS REVISED: ALARM-INITIAT ne q Label `~V4~ ~✓li' AA0 ING D8V Style 0 D p p SERVICS INTeRVAL [ 7- Weekly [ ] - Monthly [ J- Quarterly [ Semiannually ~ [ 1- Annually ~CMS•~'U'~~ 4 - Other (Specify)--- -StAo(c<- Jc,} nPAY MODEL NO. : 2~ '!~_CDO CCE I+ND CIRCOIT INFORMATION of Devices vices Type PS~ P.s ~ PS 0 O PSO F,2_ cw,ly z~~s -Tcs-►ca 1,.,4-J ~e ~01A rer ~'or-te~~~~ ~0`~ Mar-04-99 06:15A 303 P_03 NFPA 72 INSPECTION AND TE9TING FORM ~nOM_TNTTTATTNG DEVICS CIRCUIT INFORMATION (CON'T) va9c 2 ;one # Lab01 SCylc {1 of Devices Type of_DeviCe9 CommenCB _ LRE CIRCUITS SUPERVISED? [ ]YES ( lT1a ro,w r~rrsmreaG AP4LIANC6 AND CIRCUIT INFORMATION k L Label SCyle # of Devices Type of Devices comments one 4RE CIRCUTTS SUPERVISED? l](~Y65 [ JNO ~ gTONALING LYNE CIACUZT9 ,]vantiCy and style (See NFPA 72, Table :-6) of signaling line cilcuitc connected to ;ystem: Quantity D Style(s) / V 9Y9TfiM POATBR 9UPPLIHS s Am SCC rCV~u6/i IZe or+ a. PYimary (Main) : Nominal Vo].tage p , P Ovezcurrent Pzotection: Type Amps_ Di9COnnecting MP.ans LocaClon: _ •-~j Batter• Qty: ~ Volt: 1 Amp-Hr. Ra[ing b. Secondary (Standby): Storage y- Calculated capacity to operate syacem, in hours: Eciyine-driven generatoi dedicated co fire alarm sy,tem: Location of fuel storage: TYPB SATTEAY ' [ )Nickel-Cadmium y Sealed Lead-Acid ( ]Lead-Acid []Other (SpeCi£y) ~ 1 instead oE usiny ~ c. Emergency or stan<~by sYete~n used ae a backuP Co primazy power suFP Y, secondazy power supplY: [ Emergency system described in NFPA 70, Axticle 700 db described in NFPA 70, Ar[icle 701 7V~egally requised scan y Y which alyo meets theperformance [ 70pCional standby system described ii~ NFPA 70, Az'cicle 702, requizemente of Article 700 or 701. Mar-04-99 06:15A 303 Ngpp 72 INSP6CTION AND TH3TIN4 FORM PRIOR TO ANY TESTING IOTIFICA'fZONS ARE MADS : Y&S N0 SPfiO ~ 3aI4 . TIMB I~ 30 IONITORING ENTITY 1 ~ ~ o _ 4UILDING OCC(1PANTS l"i INq - Q,.+~4r l430 SUILDTNG MANAGEMENT )THER (SPECIFY) SY9TFM T&6TS AND INSFECTION3 „YP$ . VYSIIAL PUNCTYONAL COMetfiNTS ;ONTROL PANEL CNTERFACE EQ. .AMPSILEDS I ~ I 7 =osas [ ] f ] ?RIMARY POWER SUPPLY L I ~ ~ CROU6LE SIGNALS )ISCONN£CT SWITCHES I ) ~ ~ 3T20UND FAULT MONITORING I 7 TYPE BATTERY CONDITION LOAD VOLTAGE DISCKARGfi TEST CHARGER TEST SPECIFIC GRAVITY VISVAL FVNCTZONAL [ 1 L] [7 SSCONDARY POW6R Page 1 -scG Prcv<vt.s 2eP.-f_ ///t,(.T4 COMM&NT3 ,.,cd 12y14u4 TpANSiSNT 3UPPRE6SOAS PC2 ✓:J VS ~c~Z"~ AEMOTS ANNIINCIATORB NOTIP=CATION APBLIANCSS AUDIBLE VISUAL SPEAKERS VOICE CLARITY . ~ ~ . INITZATING AND 9Vp$RVISORY DfiVICE TE$T6 AND IN3PfiCTIONS SEE FIRP ALARM INSPECTION AND TESTTNG LOC SHEETS EMEROENCY COMMV«ICATZOV=gVALIFUNCTIONAL pHONE SET PHONE JACKS OFF-HOOK INDICATOR AMPLIFIER(S) TONE GENERATOR(S) CALL IN SIGNAL SYSTEM PERFORMANCE COMMSNTS P.04 303 P.05 Mar-04-99 06:15A VZSIIAL NTSRFAC& SQOIPMENT n ] f PECI AHAZa7.~RD SYSTEM3 [ 7 [1 NFPA 72 INSPECTION TND Tg9TTN4 FORM DSVICE OPERATION j Tt t 6 L7 [7 I] 4rJ ..,A g=M1JLA2ED OPERATION i A ~ l.~ 7 - Li Fagr. a Lr,vt 79G4~, !oMMENTS : (--X- C AS 1` v~ TS • ~ cu~r~/ ( ~1 ~Cv:..~ ,OhN•~I-_ l~cl~ •S ,6 7D i C-i, C' ~~Y T~-t'T- run 3~I Sea~s~4` d ^^c ti _ 27 , - )N/OFF PREMI3ES MONSTORINO: \LAAM SIGNAL kLARM RESTORAL CROVBLE SIGNAL CROUBLE RESTORAL 3UPERVISOS2Y SZGNAL 3UPERVISORY RESTORAL NOTIPICATIONS TFiAT T55?ING IS YSyS~ BUILDING MANAGEMENT MONITORING AGENCY gpILDING OCCUPANTS Q~] OTHER (SPECIFY) YES NO TIME L I - ~7 [7 [ ] [ 1 I7 Il (7 COMYLS'PH : NO WHO [ ] 0~.~ r' [ 1 .jbw~ a.lc« C ) ?+y ?0~1~. ~~c•- ~ ~ CoAII3ENTS ~S~` Ti k fy AHJ (NOTYFIED) pp ANy IMPAIRMENTS I 7 / " {q ~~l THE FOLLOWING DID NOT OPERATE CORRECTLY = c~, to-~C~ 1-~.Tcc...`4'~1 cI«nJ as ` 5« -its" : ~v s , _ f T ~ ~~.~r~ ac< IOL c C~, ` ~ Mo ve- Q `~I''~ GCG.1tll~ ~I~ TYME -S $YSTEM R6STORED TO NORMTL OPERATION: DATE THIS TESTZNG WAS p6RFoTtMEp IN ACCORDANCS WITH APPLZCAHLE NFPA STANDAADS. rTaME OF INSPECTOR:DATE: TTME: ~ SIGNATURE: p7pME OF OWNEA OR RFp SENTAT VE ,i^~j SIGNATURE: DATE: TYME: 'v`- ' Mar-04-99 06:15A 303 P_06 AARON FIRE AND SAFETY CO. of DENVLR FIRL ALARM INSNiiC'I'lON AND'PES'I'INC LOr / + PAGE: OMPANY y~ I'GST pATE: ~ RGF NO : pF.VICLi DF.VICE ALARM OPL•RATIONAL COMMEN'I' LOCATION I'YPE 7_ONL , Q.w, sI w S o _ N s ~ l~m C, y N a lyr c (~S L. N 7cw c%~1.~,~ ' < N 2 Nw~ ~*a t.~LJ 4^ fS C ~ N 1 CJ~ nr~ -1, ~.Sfl C ~ N ~0 2 v, ~ P3 ~ Y N I N ,G! c v m N L o r oT1'/c C N slF N om i2oDr~ t L L Y N N ' ~LI - '~US~ o uw c o I ~pon G N . C. t -Ioca s 7/o ✓ 1 `~cr ~00 M N r N ~ a > N o C F O Ue 1 i ~ -N in ~~~J ~M Dh 3 ~ N + z to ~ os ~o U~ ~ll ` oy N L Y N 1-1 Y N Y N Y N Y N ~ Y N Y N Y N Y N COMMF. j~v~ 6C) 7! NTS 2Q 3 - C70 DH - DOUK HOLDAR WF- WA'I'CR I;LOW SWITCH 'I'S - TAMPGR S W ITCH PSD - PI ICITOELEC'IRIC SMK DG'I' PS - MANIIAI- PULL 5'I'AT(ON ISD - IUNIZATION tiMK DET RR - RA'1'P: OF RISE HCA'f UF.T PPU • I'HOTOF,I.BCTRIC UUC"I' SMK D6T 1+'I'- fIXF,D TEMP HEA'f ULT IUU - IUNIGn'llON UI 1C79r,41i Ur:7' S$U - SINGi.ii STATION SMK D(;T Mar-04-99 06:16A 303 P-07 AARON FIRE AND SAFF"fY CO. of DF.,NVEIt FIKL ALARM INSNL:CIION AND TES"1'INU LOCI PAGE: _ :QMPANY: ..fF.S>T DATE: DEVICG hLARM pPERATIONAL COMML•NT DL•"VICE LOCA7'I(?N TYPE 7qNF. L" 1Roow~ ` ic,~ u PP~e N r~b.. w a ti A TYl i> n F 5TAI'12S ~ Sr, bT A 'N e51 5 ~O~_ 0F bil~~ ~ ~ Ca v~C J1A. y N Y , Y N s Y N N ~ (atj N - N J N G ; j N (f 2 '7'a c c os e Y N Y N . (o ~ N ~ j- N , I N .5 d << s Y N Y N N N Y L N N Y N : l.3 N . l.3 7a r N L I -7 t ~ N ~ ;a o i N , c, 3 ~ r ~ vPS, - To u«~7 r c.c COMMHN'I'S PSU - PHOTOELECI'KIC SMK DET PS • MANUAL ('ULL STATION UH - DOOR HOLDER WP- WATERFLOW tiWITCH IJD - IONIZATION SMK DET RR - RA'I'6 (7F RISE HEA'l' U~~1' I5 _ TAMPER SWI'1'GI I PPD - PHOTUL•'LLLTRIC DUC"f tiMK 6ET FT- PIXIiD "fEMP HEAT DLI' 1lJU - IONI2ATION DUCT SMIC UE 7' SSD - SINGLE STATION SMK UGT / \ i 303 P.OS M4r-04-99 06:16A • FETY CO of DF.N V H IZ nARpN FIRL ANl7 SA - - r iKC ALARM iNSrFC rioN nNU TESTtNG L<>G rncE: ~ 3 ;)MPANY: 1 - l C. • ~ ~/t.. S+-TEST DA'fL: IiLI' NU.: ,.......cwrr ucv CYPG 7.ONE I,pCAT10N Y t Y Y Y Y y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N y N Y N Y N C,.tC w ^Lq C:OMMRNTS PS - MANUAL PUI.I • STATION PSD - PHOTUI;LF(:'TRIC SMK UL'1' RR - RA'1'I% UI' IiISF. HF.AT DET IcL) - IONI%ATION SMK DET pDU - PHti fUELe:CfFIC DUCT SMK PCT ~SD h' 1NGLF, .ST~1 IUN MK DB"I' jf)f) - IONIZATION UUCT SMI: DFT DH - DOOR HOLDBR W F- W ATGR f LO W S W I TCH I'S - TAMPCR SWITCI I _ NFPA 72 INSPECTION AND TESTING FORM F4,A:~1 ~)-f-« l-\f~c-Ls un+Y) Pa~e 1 Total Pages TEST DATE: J I.3I ~y TEST TIME: ~~•.j~ SERVICE/~ ORGANIZATION PROPERTY NAME (USER) NAME: 4 NAME: t-ICT. S / .r, c. / IACo;. ADDRESS: ~Avc^ ADDRESS: F REPRESENTATZVE ~A i~•~,~ i. ~ T OWNER CONTA: 'p h~- ~-k~.I~ ~ LICENSE NO.: Cd' Ll js / ~ TELEPHONE: TELEPHONE: APPROVING AGENCY MONITORING ENTITY CONTACT: CONTACT: - TELEPHONE: -732 TELEPHONE: i MONITORING ACCOUNT REF. NO.: TYPE TRANSMISSION [ McCUlloh [ Multiplex [Jk]- Digital ` Reverse Priority [ ] - RF [ Other(Speci£y) _ pANEL MP-NUFACTURER: SOFTWARE REV.: SERVICE INTERVAL [ weekly [ Monthly [ Quarterly [ Semiannually [ 1- Annually .S~aS P 'T r 4 AC: - Other (Specify) MODEL NO.: - LAST DATE SYSTEM HAD ANY SERVICE PERFORMED: I-f q-`q LAST DATE THAT ANY SOFTWARE OR CONFIGURATION WAS REVISED: U`~~i~c wl\ ar.aanr_TNTTIATING DEVICE AND CZRCUIT INFORMATION Zone # ~ Labe1 lh..4 J/1 T' ~L✓~.I l~'F~ ~`-~5-~ Style C` i-.~ # of Devices J~ Type of Devices 1-S 1-J I commenc.a I - I - ~~C~,~~ I ~ I ~ ~ _lS ~J~ IG~Lti~IG~~ ~C~ •~+1 ` NFPA 72 INSPECTION AND TESTING FORM ar.nuM-7NITIATING DEVICE CIRCUIT INFORMATION (CON'T) Paq= 2 Zone # Label Style # of Devices Type of Devices commencs ARE CIRCUITS SUPERVISED? [ ]YES [ ]NO ra.w T+anrram'rN[: APPLIANCE AND CIRCUIT INFORMATION Zone # Label - Style # of Devices Type of Devices commenzs ARE CIRCUITS SUPERVZSED? ly~ YES []NO ~ SIGNALING LINE CIRCUITS Table 3-6) of signaling line circuits connected to system: Quantity and style (See NFPA 72, C-) Style(s) , 4/14- Quantity SYSTEM POWER SUPPLIES C 7 ~ .i ~ ~L'V~.ti•t1:a ~ a. Primary (Main): Nominal Voltage ~~+mPs J<< Overcurrent Protection: Type , Amps Disconnecting Means Location: ~ b. Secondary (Standby): Storage Battery: Qty: '2 Volt: IZ Amp-Hr. Rating 7 L ~k Calculated capacity to operate system, in hours: Engine-driven generator dedicated to fire alarm system: Location of fuel storage: TYPE BATTERY [ ]Nickel-Cadmium Sealed Lead-ACid [~]Lead-ACid [ ]Other (Specify) . Emergency or standby system used as a backup to primary power supply, instead of using a c secondary power supply: [ Emergency system described in NFPA 70, Article 700 ~gally require3 standby described in NFPA 70, Article 701 ]Optional standby system described in NFPA 70, Article 702, which also meets the performance requirements of Article 700 or 701. NFPA 72 INSPECTION AND TESTING FORM NOTIFICATIONS ARE MADE: YES NO MONITORING ENTITY I I I BUILDING OCCUPANTS [ 7 ~ ~ BUILDING MANAGEMENT OTHER (SPECIFY) TYPE Page 3 PRIOR TO ANY TESTING WHO TIME )-on,.3~.i~- 3u G..ILC- ~G 3v taillr 167 3c, SYSTEM TESTS AND INSPECTIONS VISUAL FUNCTIONAL CONTROL PANEL I 7 ~ 7 INTERFACE EQ. LAMPS/LEDS FUSES PRIMARY POWER SUPPLY [ ] I ~ TROUBLE SIGNALS DISCONNECT SWITCHES GROUND FAULT MONITORING [ J TYPE BATTERY CONDITION LOAD VOLTAGE DISCHARGE TEST CHARGER TEST SPECIFIC GRAVITY TRANSIENT SUPPRESSORS [ ] REMOTE ANNUNCIATORS I ) VISUAL FUNCTIONAL 1~61 COMMENTS -Scc f1 . Yrc,;.vc,s Kep<,: ///t-oY SECONDARY POWER COMMENTS :&jituvs (.cccC ktpl4CtL{ [ ] SL't. I'"Ct ✓=J ✓s )6(7, r}- NOTIFZCATION APPLIANCES AUDIBLE VISUAL SPEAKERS VOICE CLARITY I ~ INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS SEE FIRE ALARM INSPECTION AND TESTING LOG SHEETS EMERGENCY COMMUNICATIONS EQUIPMENT VISUAL FUNCTIONAL COMMENTS PHONE SET PHONE JACKS OFF-AOOK INDICATOR I ) ~ ~ PS9PLIFIER(S) TONE GENERATOR(S) I ) ~ ~ CALL IN SIGNAL SYSTEM PERFORMANCE ~ ~ ~ ~ NFPA 72 INSPECTION AND TESTING FORM VISUAL ZNTERFACE EQUIPMENT zCpw, SPECIAL HAZARD SYSTEMS DEVICE OPERATION SIMULATED OPERATION Page . COMMENTS:CJ~\ L 'I+c)" - CUCfe.4 Ij f IT i ~ ~Cu~S,U Y .-1 1 rS+ ; a- fCt A~~ ~'C) t'T- (Z) l I o S`7 I 7 ON/OFF PREMISES MONITORING: YES NO TIME ALARM SIGNAL L J i J ALARM RESTORAL TROUBLE SIGNAL TROUBLE RESTORAL I ] ~ ~ SUPERVISORY SIGNAL SUPERVISORY RESTORAL COMMENTS NOTIFICATIONS THAT TESTING IS COMPLETE: YES NO WHO TIME BUILDING MANAGEMENT [X] I 7 Aw:Tok- B3cJ(4f" N- 45 MONITORING AGENCY ~K~ I] BUILDING OCCUPANTS ~fy 4t r OTAER (SPECIFY) L J L 1 AHJ (NOTIFIED) . OF ANY IMPAIRMENTS n/ n/ THE FOLLOWING DID NOT OPERATE CORRECTLY: G.C2~ cs<< -iz_~J tcs~~51, cizc.r.j 0-_~ c J:<«4j igy cc- acc-- ('i LS 1^1 et ,s L/e SYSTEM RESTORED TO NORMAL OPERATION: DATE - bI~\ TIME IfS THIS TESTING WAS PERFORMED IN ACCORDANCE WITFi APPLICABLE NFPA STANDARDS. NAME OF INSPECTOR:_ ~ SIGNATURE: <'SG ~ DATE: TIME: ` 1~ "/"S NAME OF OWNER OR REP~ESENTATIVE: SIGNATURE: DATE: TIME: ~ AARON FIRE AND SAFETY CO. of DENVER - FIRE ALARM INSPGCTION AND TESTING LOG J ~ Ci TEST DATE: ~ / pAGE: - REF NO.: _ COMPANY: DEVICE DEVICE ALARM OPERATIONAL COMMENT LOCATION TYPE s D ~ P ZONE N s'r ~ N ~ - ~ N f4,<< ✓tr} 3 ~ Y N ,G/ I~{ n y" ^tCM . , ~ - vo - O;O7f -~4s T o;Tf ic y N z s Lt r•n ~u L ` ~ N ~v:, -(c .Iuii ~ ll(c f~ODv'~ a G ~ N .LZ ioC~nSc ~c~~zn ~ c~- ~oo i-n N _ ~ f~~ fi~~~ c4k~~ ~ r- K~ ~~c • ~ , N o~ ps ~ 6 L`0"''~ , \N rti1C . . ~ N y.r ' ~_c~~c~ oa~h, ov, _S ~ N ;(c2 to clos. -Io Uc~`I' -.ti~~ LDJNL~ Y N Y N y N Y N Y N Y N Y N Y N 4 "r 7r COMMENTS PSD - PHOTOELECTRIC SMK DET PS - MANUAL PULL S'i ATION RATE OF RISE HEAT DET DH - DOOR HOLDER WF _ WATER PLOW SW ITCH ISD - IONIZA'TION SMK DET RR- PHOTOELEC"I'RIC DUC7' SMK DET FT - D FIXED'CEMP HEAT UET TS - TAMPER SWITCH PP - IDD - IONIZATION DUCT SMI{ DET SSD - SMGLE STATION SMK DET AARON FIRE AND SAFETY CO. of DENVER FIRE ALARM INSPECTION AND TESTINC LOG PAGE: COMPANY: IOx - l,'V TEST DATE: REF NO.: L > DEVICE DEVICE ALARM OPERATIONAL COMMENT LOCATION 'PYPE ZONE "t a~s L Y N Y Y N Y N , G l N ~ ~CJ Y N _ip S71 0';Z _ Y N C 2 L , N , c./ cz0c>yv) c~ rzoo~~ ~ N ;4' 7t) «E= vcn~ Y N C) tf c.~ Y N u F -I A w n~ N . l~ s;AJ•,? S aL ~ ;a ~ N c ~7"o c~ ,s - ✓c•z~- , <<"T,~ I 62 J N ~ s ~ „r o vri~~ ' ~ t c~o~ o gT N 1~ Y N G3 t .4t7 0 - ~ i~a ~ f ! N (,3 i c' t c~c r~ ~~~7 S P_cc, I ~ N io (Co`r Tc Uc.,7 ' I N ?b ct rl-C AS 5io_I~ L ' ~ N ^G 3 i3•~ o F p i 5 F atis i " 1~ , (2- - Glea Y.c COMMENTS PSD - PHOTOELECTRIC SMK DET PS - MANUAL PULL STATION DI-I - DOOR tI01,DER ISD -]ONIZATION SMI< DET RR - RATE OF RISE HEAT DHT \YP - WATER FLOW SWITCH PPD - PFIOTOELECTRIC DUCT SMK DET FT - FIXGD "I'EMP HEAT ULT "fS - TAMPER SN-'ITCH IDD - IONIZATION DUCT SMK DET SSD - SINGLE STATION SMK DET AARON FIRE AND SAFETY CO. of DENVER FIRE ALARM INSPECTION AND TESTING LOG ~ PAGE: COMPANY: Vvt"S ~ TEST DATF.: REP NO.: DEVICE LOCATION DEVICE TYPE ALARM ZONB OPERATIONAL COMMENT n „a _ -t ~7 i z, ri rcvi~ PS~ C~ Y Y N N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N e_ -Z, C ~cwV\c coMMEN'rs PSD - PHOTOELECTRIC SMK DET PS - MANUAL PULL STATION DH - DOOR HOLDER ISD - IONIZATION SMK DET RR - RATE OF RISE HEAT DET WF - WATER FLOW SWIiCH PPD - PHOT06LECTRIC DUCT SMK DF,T PT - PIXED TEMP HEAT DET TS - TAMPER SWITCH IDD - IONIZATION DUCT SMK DET SSD - SINGLE STATION SMI< DET INVESTIGATIVE FOLLOW UP REPORT INCIDENT # 99-398 LOCATION-4643 WADSWORTH ARAPAHOE HOUSE DATE OF INCIDENT-03-02-99 ALARM TIlv1E OF INCIDENT- 21:46 On 03-02-99 at approximately 22:05, I received a page from Wheat Ridge Police Dispatch to contact phone # 303-237-2220. Upon receipt of the page, I immediately contacted dispatch. The dispatcher informed me that Chazlie 1, (Wheat ltidge Fire Department Captain Mike Herman), was requesting me to respond to him via radio on fire channel t conceming a fire incidem invoiving Arapahce House regatding a fire that had occurred and that the fire department was on scene. I advised the dispatcher that because of my location, home, I could not talk to him by radio and that if there was a phone number available at the site, I would cail him immediately. She gave me the phone number to Arapahoe House, 303-424-7765, and I asked her to inform him by radio that I would be calling immediately. I then called Arapahoe House and asked the person who answered the phone (male) to speak to Mike Herman. Mike came on the phone and advised me that the fue department was at Arapahce House on a fire involving a trash can in what he thought was the men's restroom. He stated that the fire was out and that ventilation had been accomplished, but that his main concern was that the automatic fire alarm system had not activated as a result of the incident. He staYed that upon the arrival of the fire department, the smoke level on the first floor in the area of the restroom was approximately 4 to 6 inches below the ceiling levei in the immediate azea of the restroom and that the hailway detector had not activated, nor the detector in the restroom. I informed him that the detector in the restroom was a heat detector and unless he had heat of at least 135 degrees, the detector would not activate. I asked him if I needed to respond to the location and he said no, he just wanted to inform men that the detection system had not worked and that I could foliow up on it in the moming, 3-3-99. I asked frim what the fire had involved and he stated that someone had apparently thrown a cigazette into the trash can in what he thought was the men's restroom that resulted in a fire igniting waste paper and meiting the trash can. I asked what they had done and he stated that all they had to do was ventilate the building. I asked what happened to the trash can and he stated that the employees had placed it in the shower of the restroom and ran water on it to put it out. I asked if he had taken pictures, he stated that he didn't have a camera without calling out Bureau-5. I asked him how much damage was involved and he stated not much. I then advised him that he had a possible crime of first degree azson since there was a Sre in a habitable structure involving a cigazette in the trash can in the restroom, and that that area of the building was designated as a non-smoking azea. I asked if he had any suspects and he stated nb. I asked him to get me all the information conceming who was the supervisor on dutv, who was invoived, how the fire was discovered, what occurred. and who to contact regarding the incident. I asked if the facility had been evacuated, and he stated no. I then asked if there were any injuries and he stated that AMR was treating one of the people there for smoke inhalation. I reiterated the need for the report and I asked him to place the report and information in the district office through the slot in the door and I would get it when I came in. He informed me that he would be leaving town in the moming and I again advised him to leave the information before he left the station. On 3-3-99 I arrived at the office at approscimately 07:50, and went looking for the report that Mike Herman was to leave for me. Not finding it, I called Mike at home at approximately 08:03. Pam answered the phone and I told her I needed to talk to Mike to find out where he had placed the report I had asked him to leave. She stated that he had just left, but would try to get ahold of him and have him call me at the office. Mike cailed back shortly and I asked what he had done with the report. He stated that he didn't have a report, but the night supervisor was supposed be getting the names of everybody involved. He said that when he hung up the phone after our conversation, he told the night supervisor that he needed the information that I had requested. She stated that she didn't know why I would need that information and that she was too busy to get it for him at that time. If I wanted the information, I could deal with her tomorrow. Mike stated that she seemed more upset about having her dinner interrupted than dealing with the situation at hand. He stated that rather than create a scene, he said ok, and left. I totd him I would handle the follow up at this point and the conversation ended. I then contacted John Baker, Maintenance Man for Arapahoe House, by pager and waited for him to return my call. John called back and I asked him what he knew about the situation. John stated that it was news to him and that no one had contacted him regarding the incident. I requested him to meet me there at approximately 10:00 to see what had happened and make a determination of what had to be done as a result of the fire. At 10:00 hours I proceeded to Arapahoe House where I met with John Baker and Pam Gordon, Administrator. John and I proceeded to the restroom in question and found out that it was the women's restroom, not the men's, as originally thought. We found the wastebasket still in the shower of the restroom. Upon examination of the remains of the wastebasket, the debris and cigazette butt was still adhered to the bottom and meked in the remains of the plastic. Remains of the wastebasket were still in place adhered to the floor tile where it had melted on the bottom of the wastebasket. The wastebasket was originally about 2&`/z feet tall, tan in color, and fire retazdant in nature. It is designed to fold into its' self in the event of fire, which is exactly what it did. The majority of one side had melted out leaving that area exposed. The wastebasket was removed and John placed it in his vehicle. We then went upstairs and met with Pam Gordon, who had contacted Dave Vanderlinden, D'uector for the Facility. She stated that Dave was on his way into the office to meet with me and should be there shortly. I asked her if she could get the information for me concerning who was present and what had happened. She stated that she could not, but that Dave could. She was able to find the incident report left by the supervisor and was able to give me a copy. (Copy is attached to this report) Dave Vanderlinden arrived shortly and we went into his office to discuss the situation. John Baker had already contacted the Alazm Company and had requested that they respond as soon as possible. He stated that the Alazm Company was to call him back and let him know what time they would be there. I advised Dave Vanderlinden that if it was going to take a while for them to respond, then I would have to have the patients removed from the facility unril the alum system could be verified as operational and have the system re- certified. Dave stated that he a$reed with the removal of occupants until the issue could be corrected. He asked if the facility could be used as an intake only location and the parients transferred to their other locations. I agreed to this action. We leamed that the Aiarm Company would not be abie to respond to the location until after 4 PM to check the system and re-verify and re-certify the system. I then contacted Darin Morgan, Chief Buiiding Official for the City of Wheat Ridge and asked him to meet with me at Arapahce House with Dave Vanderlinden so thaY he could hear the plan first hand and have any necessary input into the conection of the situation. Darin met with us and agreed with our action plan. It was determined that I woutd be at Arapahoe House at 08:00 on 3-4-99 to obtain the results and report on the system. If the system was re- certified and in service, then Arapahoe House could retum to normal operaYion. If not, an action plan for cocrection would be in place. During my conversation with Pam Gordon, I had asked her to see if she could find out who had been in the facility regarding patients, when the incident occutted. She stated that there had been 3 women patients present at the time of incident. One had been released on the moming of 34-99 and was not present. One was ill and is not a smoker. The 3 person was not a smoker either. It was learned that the first person in question is a transsexual acting and dressing as a woman and is a smoker. Pam stated that staff had had a problem keeping this individual contained to the smoking room and that ihe smoking was more than occasional. No one saw t3us person go into the female restroom or come out immediately prior to the incident, however, because there were only 3 females present, 2 of which did not smoke, it appears that the person who is the transsexual is the most likely suspect in this incident. After discussing the issue with Dave Vanderlindeq it was determined that there would probably be no charges fited against ihe individual in question due to the mental state of the patient at the rime of incident. This person was not idenrified Yo me. The damage that resulted from the fue was minimai and required little clean up and cost. The incident will not be an insurance claim at this point regarding the fire. Upon my arrival at Arapahoe House on 34-99 at 08:00, I met with Pam Gordon who found the necessary paper work from Aaron Fire Protection re-certifying the fire detection system. The facility was placed back in full service and Darin Morgan was notified of the action taken. SITMMATION On 3-2-99, Arapahoe Aouse sustained a fire in the women's restroom on the first floor wiih a dispatch time of 21:46. I was notified by Mike Herman at approximately 22:02 of the situation and he was asked to obtain requested information. He did not do an investigation. The fire detection system instalied in the building faited to operate. It was foltowed up on on 3-3-99. It was leazned that the evening supervisor, not the night supervisor, did not evacuate the buitding or follow written policy and procedures conceming the fire. She also failed to give requested informarion to Mike Herman. There was 1 in}ury to an employee who was treated on the scene for smoke inhalation by AMR and released. Dave Vanderlinden is the director for the facility and was very cooperative in resolving the situation. The supervisor in question will be deatt with by Dave Vanderlinden. It was also learned that Arapahoe Administrative Personnel were not norified of the incident until my notification to them. The employee who sustained the smoke inhalation was sent to Arapahoe House's workman's comp doctor on 3-3-99 for examination at Arapahoe House StafPs direction. Aaron Fire Protection re-certified the fire detection system and it was placed back in service. Darin Morgan was kept informed of the situation through out the duration. The facility was placed back in full service on 3- 4-99 at approximately 08:15. Evening Supervisor was Saza L. Nassimbene Employee treated by AMR for smoke inhalation is Joseph Lynch. There was no additional information available on the two employees. There is a suspect in this incident, however, the suspect is unidentified by name due to the alleged impaired state of the individual in quesrion at the time of incident. Chuges are not pending at this time. Submitted by c~o Dave Roberts Fire Marshal Wheat Ridge Fire Protection District B FIRE ❑ EMS ❑ Revised Report >TnnoN: 1 WHEAT RIDGE FIRE DEPARTMENT FIELD WqDENT REPORT INCIDENT NO. ~ MONTH DAY YEAR ~ OAY OF7HE W 'jFK ALAHM IIMt AftHrvnt Iir.nt i~nv. 3 8 / O 3 ~ FJ 2_ / T~~s 1 $LTUATI OUND ~ J NPE OF ACTION TAKEN MUND (Y / NRECD 2 GIVEN PL FIXED PROPEPTY USE • 1~ IGNITION FACTOR 3 3s ,e -1 CORRECT ADDRE55 y 3 6 ~ ZIP CODE . ' ~ ` OCCUPANT/ PATIENT NAME (LAST, PIRST, MI) . 7ELEPHONE ROOM OP APT. p. ( v31 -77 ~ .S OWNER NAME (LAST, FlRST, MI) AODRESS . TELEPHONE A,~4 ~~o METHOD OF LARM FROM PUBUC DISTRICT . NO. ALARMS ~ RV. PEPSO NEL RESP. NO.OP FlRE S NO.OFENGWESlRESPONDED 7 NO.AERIALAPPAFESPONDED NO.OTHERVEHICLES RESPONDED ~ L~ NUMBEA OF FIRE INJUPIES . . NUMBER OF RftE PATALRIES . FIRESERVICE: OTHER ~ FlRESERVICE OTHER' (O PROPERTY LOSS ESTIMATE KNOXBOX USE NO.OFSTAEAMS BLDG. CON,7'.~ ❑ YES O N / X 112" 912P FAN SCBA TTLES LP.DDEFS FT.OFHOSE . j / FT' 11/2" 13/4' 27/2" SUPPI DAMAGEDEQUIPME / PUMPTIM` / HYDPANTS/ ~ EXTINGUI ERS ~ J NO. COND. NO. POLICE UNITS - OTNER UNITS OPTION N4 REPORT Y COMMAND . El ~ E6 8-3 M46 GI C-3 `t ~F I N I . I i// 7 E TS 7 R-2 &5 C-2 POV ❑ 001 ❑ 035 ❑ 070 ❑ 102 ❑ 123 ❑ 144 ❑ 765 ❑ 186 ❑ 003 ❑ 039 ❑ 077 ❑ 103 ❑ 124 ❑ 145 ❑ 166 ❑ 187 ❑ Opq ❑ 041 . ❑ 072 ❑ 104 WE 125 El 146 . ❑ 167 ❑ 188 ❑ pp5 ❑ 043 ❑ 073 ❑ 105 . ❑ 126 ❑ 747 ❑ 168 ❑ 189 ❑ oos ❑ oan ❑ 074 ❑ ,os ❑ 127 ❑ ,aa a ,ss ❑ ,so ❑ 007 ❑ 047 ❑ ms ❑ ,o7 ❑ ,za 9 ,as n no ❑ ,s, ❑ ooa oaa Q ❑ 076 ❑ ioa ❑ izs ❑ 15o ❑ in ❑ 192 ❑ 010 . ■ 049 ❑ 077 ❑ 109 ❑ 130 ❑ 751 ❑ 172 ❑ 193 41 O71 ❑.052 ❑ 078 ❑ 1i0 ❑ 131 ❑ 752 ❑ 173 0 194 El 013 . 0 053 ❑ 079 ❑ itt ❑ 132 ❑ 153 ❑ 174 ❑ 195 ❑ 017 Q O55 ❑ 067 ❑ 112 ❑ 133 ❑ 154 ❑ 175 . ❑ 796 ❑ 018 A 060 ❑ 083 Cl 113 ❑ 134 ❑ 155 ❑ 176 ❑ 797 ❑ 019 ❑ 061 0>086 ❑ 114 ❑ 135 ❑ 156 ❑ 177 ❑ 198 C) 020 ❑ 062 ❑ 087 ❑ 115 A 136 ❑ 157 ❑ 178 ❑ 199 ❑ 021 ❑ 063 ❑ 088 ❑ 116 ❑ 137 ❑ 158 ❑ 179 ❑ 200 ❑ 024 ❑ 064 ❑ 089 ❑ 117 D 138 ❑ 159 ❑ 180 ❑ 029 ❑ 065 ❑ 091 ❑ 118 Wo 139 D 160 ❑ 181 ❑ 031 ❑ 066 092 1 ❑ 119 ❑ 140 ❑ 161 ❑ 182 ❑ 032 ❑ 067 094 ❑ 120 W 141 IA 162 . ❑ 183 ❑ 033 ❑ 068 ❑ 099 ❑ 121 ❑ 142 ❑ 163 ❑ 184 0 034 ❑ 069 ❑ 100 ❑ 122 ❑ 143 ❑ 164 ❑ 185 SUPPLEMENT REPORT: 0 EMERGENCY ALARM MSPECTION ❑ OTHER FlB / INV. REMAFKS/OPTION tt4 ~ A 115cal irciden; rcFOn must be f:;2C out whE*'.~-' t'-.° is poton6z! ris~-'danSer;l:aE.IIC/ of ham or Carage to di2ns. cr ►~-~~t~~~ p;cpery. Tcis includes al incidents ocvmng as F%W-, c'• 5Cur M•I ,,t! E~a~oYmer; at AraGahoe Ncuse cr cn Nzrztioo Hc~ Gre"-5a_ 7his ;on stiou!d Ce rample:ad cn L1e Cay cf CB'^c-~" e• P,2 Cf, F~m usmCe G'mFle'ted in z ~~cn tO cisj cn. zl Irlu7 .,"TYSCT = iiMCCFINQ N-1 A-G:~C~- ~T~ oEsc:,ip,oN c= iNC;oE+T z ~sr~-, PERMIT TRAGKIN6 FORM ADDRE55 OQ I rVsi k I+ l1 " DA7E SUBMITTED~ -:~-Q 'GSf PERMIT NUMBER(mqq~ NPE OF PERMIT TPO~,'~+ RO 4'YZ(~%~.Q ~ GONTRACTOR PIr~~Ce' Cor1l~,A:ji'f t( L-( n V7 PHONE OWNER .SGYl--)O~P, PHONE -d a l- q TYPEOFREQUEST=~r ~ -e-I Mann Iftl III lmkmmvdwk-'ri,U-GR DATE AND REASON FOR PERMIT DENIAL REQUIRED CONDITIONS MET PRIOR TO PERMI7 APPLICATION ? YES NO N/A CONDITIONS OF DATE IN DATE OU7 ~ BUILDING DEPARTMENT ~ - ~ -c1 ~ ❑ ENGINEERING DEPARTMENT ~ PLANNING DEPARTMENT --Ib -ciP) S -1-~1f . I'SI~C O FIRE DEPARTMENT ❑ GIN ARBORIST ❑ POLIGE DEPARTMENT O SEWER DISTRICT ❑ WATER 0I57RICT ❑ OTHER CERTIFICATE OF OCCUPANCY / CERTIFICATE OF COMPLETION DATEIN DA7E OUT 0 BUILDING DEPARTMENT ❑ ENGINEERING DEPARTMENT ❑ PLANNIN6 DEPARTMENT ❑ FIRE DEPARTMENT F ~"~L`~"JVNGY / GERTIFICATE OF COMPLETION ISSUED OIC1 TEMPORARY CERTIFICATE OF OCCUPANCY DATE IN DATE OUT ❑ 6UILDING DEPARTMENT ❑ ENGINEERING DEPARTMENT O PLANNING DEPARTMENT ❑ FIRE DEPAft?MENT PLANN IN6 ESCROW CONDITION5 ENGINEERIN6 ESCROW DATE TEMPORAKY CERTIFICATE OF OCGUPANLY 155UED DATE EXPIRED ,,DEPARTMEMf OF PLAMNtNG AND DEVELOPMENT Building Permit Number : 5062 r- E3E11LCNNG liglSPECTIC~IN DIYISION - 235-285M5 CITY OF WHEAT RIDGE Date z 5/9/97 7500 WEST 29TH AVENUE ' YVHEA"t` RIDGE, CO 80215 Property Owner : Property Address : 4643 WAQSWORTH BLVD Phone : 208-7084 Contractor Lieense No. 18111 Company : Cooper Heating & Cooling Phone : 466 4209 OWNERlCO TR C N R TOR SIGNATURE OF UNDERSTANDING ANA AGREEMENT ConstrucOoo Vglue: $6,004.00 I hereby certity that ft(e remadc dlstanCas proposed by this permN apQlicadonare acaitate, and do not vblata applicable orctinancas, nileaw regula6ans of the Crty of Wheat Ridga or P8rfClii Fee $100.50 covenants, easmment~ or resMctlons of record;that ah measurements shown, end altegationa made ara acx.urSte; that 1 h6ve reatl and a iee to 8bideby all wrrditions printed on this application ~l that 1 ps§ume fuil res ons~ df com ItancA with the Whe t Rid ildi B PI8f1 Revi2W F@@ : $0.00 00 $ , a D p a ge u ng . Cotle (U.B.C.) and aM other appiicabk 1Nheat~idga otdlnances, Mr workunder this pertnit. 60. . Use Tax . . (OWNER)(C(7NTRAGTOR) SIGNEp DATE TOk'!I : $160:50 . Rescription : WATER HE,4TER BUILDING DEPARTMENT USE ONI.Y SIC : Sq. Ft. : Approval : Zorting : Approvai : Approvai`. Occupancy : Walis : Roof : Stories : Residential Units Electrical ticense No : Plombing License No : Mechanical license No Company: Company: Company; Expiration Date : Expiration Date : Expiration Date: Approval : Approval : Approval : (1) This perrtitt wee (ssyed in aowrdance wiM the provisbns aet Ilwtli in yopur epplication aM is subIeclto the laws oJ ihe StMe o( Cobradp antl W the Zoning Regul6lfon: and SWMtriG Cade oi Wheat R"MOe C~ M anY otMer aDDlkable ordinances of the Ciy. (2) This parMt ahaA ezpve A(A) tAe vmrk autlwr~zetl k rrot commencetl wlMln alxry (ea) tlays homlawa date w(8) the bWidinp aWqrizetl..is suspentlM or . abantlone0lor a pedod of 920 tla s. (3) q tFus permit ezpirea, a neWpemmi may 6e acqWred Por a tee of ana-halt fhe amount namefy require0, Provided no Uiangee have pnen p wtll be made in the . a dens atM:spedfieadons amfarry suspensla~ a a~rWOnment hes not ezceeded one (1) year. If changanarem9tle a IFSUSpartsbn m aEandonmenC ex~B~ cee0s one (1) PeM. NN teea shall Ise Peitl for a new PertnR (4) Ho work of gheN be.dontr th9t will dfengs the natu2l Ibw Mwater causMg a dreinage problam. . ~ . . (5) CcrooncteraeaGm " tlie BWitliM{ Inaoeetw hve~•fiur (24) hours in advanee iar aB inspeetions and ahall epceive wriHan approval on. inapedlon eard before t'h i»u~ o~ ~ ~seaottlw ob. (e) . e~ . . . . : gs aM epedfieetlons shall rrot bB construed to be e pemtk fa, rqr an epproVal e#,.arry vqlBGOn of the proNslant . of tM enY . law. mb w ragulatlon. . . . . . PEFiiflFfT VAL[D dNLY W#IEN S4GNED BY TtiE CHIEf BUILDING INSPECTOR ANQ MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPEGTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :151 b/q 7 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: f3 fapdho[, Oca.S~- PropertyAddress: 4u43 u1acA5woc'_~ 81Phone: 206 ' 7015 Contrector License No. : Company : Coc,pe-5- 14 kj 4 C6ol Phone : 4b0 -42c~,q OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceRify tha[ the setback distances proposed by this permit appliwtion are accurete, and do not violate applicable ordinances, rules or regulalions of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree lo abide by all eonditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge oWinances, tor work under this permil. (OWNERI(CONTRACTOR) SIGNED DATE 5I 16I 117 Description :~Lns+ai I ioe~, o00 3ru, vlQ,,t,, Construction Value : Scbo - PermitFee: ioo.5v Plan Review Fee : UseTax: bc,~ Total : y bo. 5c) BUILDING DEPARTMENT USE ONLY Zoning Comrtmenfs:f SIC : Sq. Ft. : Approval: Zoning : Buifding`;Commenfs: Approval: , Putilic Wo-rRs°Commel Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ f°Plan§"Requili~ .r'-° rPians'Required'~ ~ `Plans'Required''?J (t) This Oermit was issuetl in accortlance with the provisions set forth in yo0ur application and is suEjea to the laws of the SWte of ColoraEO and ro the Zoning Regulations antl Builtling CoEe o/ Wheat Riage, Cdoratlo or any oNer apPlicaOle ordinances of the Ciry. (2) This permit snall expire if (A) the work authonzed is not commenceE within sizry (60) Eays from issue tlate or (B) the builCing authonze0 is suspended of abantlonetl tor a period of 120 tlays. (3) II lhis permit expires, a new permit may be acquired for a fee of one-half the amount normaly require0, provitled no changes have Eeen or witl be ma0e in the onginal plans antl specifications antl any suspension of abantlonment has not e:ceeEed one (1) year. If changes are matle or il suspension or aDantlonment ezceeds one (t) year, full fees shali De paiE lor a new pertnit. (4) No work of any manner shall De tlone Nat will change the naNral tlow of water wusing a tlrainage Droblem. (5) ConVactor shall notiy the Building Inspector twenry-four (24) hours in aEvance lor ali inspections an0 shail receive wntlen a00roval on inspection wrC before proceeEiing witn successive phases of the joD. (6) The issuance of a permit or the appfoval of tlrawings anC specifications shall not be consWed ro be a permit for, nor an appmval o( any violation of Ne provisians of tne GuilCing wtles or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Buikling Permit Number : 2785 Date : 8120/96 Property Owngr : RECOVERY FOUNDATION ING THE propeity Address : 4643 WADSWORTH BLVD Phone : 657-3700 contractorucenaePw.: 18009 Cprnparvy : Palace Construction Co., Inc.. Phone : 777 7999 OWPiEWCOlITRAG"fOR StOMTURE OF UNDER3TANDING AND AGREEMENT Con8hucdon Vekie : $1,700•00 i nereby tl+at Ms aN~dc;~ proposad N~h Pertn~~p~ ero ~urats~ Pertnit Fee : $39.00 rnd do rK+t vl ~ kM~ +A~ceb rules w ropu~iKwns d nw ~i4'v~meat 1~. a cuverw~, m_br ~at rooord: CiatWl miumsments ahown, end aKeoe~ Use Tax : $25.50 made fpr ~M; tlNd FlpMre ~f wNl W a~s aA aordkbnsd on !hb a~ Total : $64.50 RWP c.~ads (~U.9.'C:}~ad~r o~ ~ ~ .nas~ ~ wwer (OWNERHCONiRACTOR) 91OMED_ on?F ?=3-'c--9y DesetFipti~ : tN31'ALL CNDOORS/FILL OPENING AND INSTALL WINDOWS WITH I.OCKS BUtLDING DEPARTMENT USE ONLY ~ Electriaal ~.iaanaa CorripanY: EacpNBtion DaEe : Apprpval : (t) q (2) T .~~1 tl (3) lf N ('A Gp 7 0 C Watls Roof : Sroriea : ReakleMiai UnBs : Plumbing Lioense No : Machanical Comperry : ComPanY : ExpiraHon Date : Expiiabon Dete : APProvai : APPra+al : prnWw,s lnyWxappppN mrrobaawt~an qnauw6MdlnnowauuslWoecaonao .nuan,ezonYq. i,caor«waanra~w om ~d Ia na cam~xioed ~n ~ eo) drn kania~w Axe af(a) tM DWIdMw wftiiaeM h awprvlw a. . WredktRNadon►hMNlMamouMm~meAY~~p~py~q nodWpNlqwbaenarwlMEammdsinlMNW0~1M~~p,hWflGt~(!AlfNdOA!(1)YNf. ~dW1Ql~fil111ld~OfNYYIlp~lIWOf10fsEYWOMIItlII ~wpL~s ~llowdwfix poNm, . MIqr.faw (u) IamtM advNmtar N Mtl MM wdMVMtlM.wmvd a^ knPoce^ ceN Mlors . nvYqa u~t ap~d~ Ons eMN not W cantruetl b W a permlt lar, na m appowl d, eN WtlMlon W IM PtoWbro OF THFS pLRWt YALID ONLY MYHEN 81GNED BY THE CHIEF Bt!!LDlN3 INSPECTOR CALL: 234493334 HOUR8 PRIOR TO tNBPLCT(ON rm DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :',~2 78j- BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : /)-c4,) s k 1 Property Address : q(0 5I'j Phone : !oS?-373v Contractor License No. : ~ (o(3 L? Company : Phone : .77,~ _ ~ S S 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certAy that the setback distances proposed by this permit applieation are aceurete, and do not violate applieable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or rcstriCions of recortl: Mat all measurements shown. and allegahons made are aecurate: that I have read and agree to abide by all conditions prin[etl on this application, antl that I assume full responsibtldy for liance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat ' e or na , r rk untler this permit. (OWNER)(CONTRACTOR) S DATE Description : .-T-, JI Construction Value : 17 cqp • Permit Fee : Use Tax : TOtal : r '.a..`- rz ~ ~ h,~ ~rp~ ~.~G ~ BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : Approval : ~UbtlE W~CiOR1i1l41iLs:! Approval : Occupency : Walls : Roof : Stories : Residential Units : .v, " Gcae,t Electrical License No : Plumbing License No Mechanical License No : Company Expiration Date : Approval : _j Pfans Requtred:'„'J Company: Expiretion Date : Approval : Plans Required Company : Expiration Date : Approval : P;l~ns;it8qui (1) Thi3 pErmR was i55uE0 in 3CCOrtlance wiUl the proVlsiOns Se[ IoM in yopul appuW60n 2ntl R SuDiCtt Io IhE laWS of the SUIe of Colof2tl0 2n4 to the ZOning RegulaU0n5 an0 Builtling COtle o1 VJhea1 RiCge, ColOf2tlo Of any Other apphUble ortlmances 01 ihe City. (2) This permit shall axpim d(A) the work auIDOnzetl is not commenceE within sixry (60) tlays fmm issue tlate or (B) the butlCing authonzetl Is suspentleE or abantloneu Mr a penoG of 120 Oays. (3) If thls permrt expires, a new permrt may be arquireC for a tee of one-half the amounl normairy repmreE. DravitleE no changes have Ceen or vnll De matle In tne origlnal Olans anE SpGfJfiCdOans 8n0 any SUSpEllSlon Or abantlonment ha5 nol ezCRGdEd one (1) year. If Change5 are ma0e or d su5penslon or aEanOOnment exceetls one 11) year. full lees shall be paitl for a new Dermit. . 111 1 No Work of any m2nnEf 311211 be tlone Ihdt Will Ch3nge ME natufal OOw Of WatEt CduSing d Ofainag2 OrOhlem. (9 Contrector snall nouN the Builtling Inspector tweny-/our (24) hours in atlvance tor all inspecuons ana shall recene wnnen aoproval on inspecuon wrC be/ore or o ung wilh 5 ssrve phases of the ob. ~61 The s ance ol ermrt or Ihe appmval tlrawmgs antl specifrations snali not be mnstrueo to be a OermR for. nor an approvai o1. any violabon ot the provrsions ot e uilaing es or any othpiortli ce. law. mle or regulation. nglnspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CAIL: 234-5933 24 HOURS PRIOR TO INSPECTION FLAGNOTES : . O1 INSTALL 2'-6°X6'-8° DUTCH DOOR TO MATCH FXISTIN6. OOORS; WITH 72" SHELF. PRONDE 12"X12"X%4' TEMPERED GLASS VIE'N WINDOw AT, ' UPPER PANEL. O INSTALL 82"X36' WIR_ GLASS WINDOW (SUPPLIED BY OWN ER). HE,4D HEIGHT TO MATCH EXISi1NG `MPlOOW. O INSTALL NEW 24"X 63" W1RE CLASS WINCO'N, HEAD . HEIGHT TO MA7CH EYJSTING WiNDO'N, O4 NEW 35A" PATL STL'D WALL WITH GYPSUFA BOARD E.4CH.SIDE. - LEGEND E`(ISTING WALL MMIMMM NE'N 'NAL!. CONSTRUCTION Plan of The building Layout ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1612 BUItDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :8/9/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : RECOVERY FOUNDATION INC THE Property Address : 4643 WADSWORTH BLVD Phone : 657-3700 Cpntractor License No. : 18433 Company : Beach Electric, Inc. Phone : 295 6660 01NNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i Mroby~r~y that the setback distancas proposed by this permk application ere aaureM, aMl tlo twt Yi~ate epplicable ordinanoes, rulas or regulahons of the CRy of Wheat Ridge or WveaMs, e8lroments or resUidions of record; that all measurements shown, and allegetrons meft in6acqtrpte; that I have read and agree to abide by all condflions printed on thia a~NSS that I assume full responsibil~y for compliance v+nh the Wheat Ridge Building H . e(U.B.C.) and all other applicabk Wheat R' ge ordm es, fo woAc under this pertnR. .(pWNER)(CONTRACTOR) SIGNE • ~ DATE Descripqon : REWIRE FO HEATING & COOLING UNITS Cee,~:-CT,-- D CO Py BUILDING DEPARTMENT USE ONLY Approvai : , Zoning : Approval : Approval : pccWpAncy : Walls : Roof : Stories : ResidenUal Units : License No : Ezpiratlon Date : ApPraval : 0 W le) (e> Plumbing License No : Company : Construcdon Value : $2,950.00 Permit Fee : $57.00 Plan Review Fee : $0.00 Use Tax: $44•25 Total: $101.25 Mechanical License No : Company : Expiration Date : Expiration Date : Approval : Approval : ■ ■ ~u~■~ e in aaordence wHh the vrovielons sel torth in yopur aaPkaaon arM is wMect ro tlu lews of Me State a coloreGO antl to tlia zonirq ip Cotla MVMeat Ridge CWOrado or any otlier appliceble ortllnencas of the Ciy. H(A the wak authoifzetl Is not commence0 within ahdy (80) daya from iasue Eate or (B) the building eulhorized ie auspeMM or a1~odaya. 'row pertMt mey be acquired tor a fee M one-haM Ue emounl namelry require0, pmNded no chaiqes have bann wwili be mede in the iflcations afW any su bn w abendonment has not exceeAed wie (7) Year. If changes are matle or it suspenabn or aWndonmeM un reas enan be pew r e new aeRnn anan be done met win enanye aie nan,rai now m wamr ceusmg a areinaga proorem. he 8uiltlinp Inspeclar lwenly-faur (24) hours in advanca for all inspectlons antl ahall recehre wiitlen approval on inspaction ceid before aelve pheses OtMe bb. dt w the eppioval of d'awinps and spedfleeGOna shall rrot be conammd to be a pertntt for, nor an approval 01, any vioktlon ot the Dmvialons ,eny oNw Innnce, law, rule of regulehon. 111Gf---- THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~QS P-wc-l'isill i ~ t~g NING INSPECT ON DIVISIONE 235 2855 NT CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : RECOVERY FOUNDATION INC THE property Address : 4643 WADSWORTH BLVD Cpntractor License No. : 18424 Company : MVG Services, Ltd. Building Permit Number : 95-1582 pVVWl7PCQNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT iMpt 4he setbaek distances proposed by this permit application are accurate, ~atpapplicabie ordinances, mles or regulations of the City of Wheat Ridge or ts or restrictions of record that all measurements shown, and allegations that I have read and agree to abide by all wnditions printed on this FA1ld ~118t I assume full responsibtlity for compliance it the Wheat Ridge Building ;C:) ~pIM all other applicable Wheat Ridge ordinance work under this pe mit OR SIGNE DATE~ S Date : 8/4/95 Phone: 657-3700 Phone: 2796900 Construction Value : $45,000.00 $382.00 $0.00 $675.00 $1, 057.00 (QVVMI~I~x~ON7'RA1 ) 'Dootophon ; REMOVE EXISTING MULTI- NE ROOFTOP ITS, INSTALL MORGAN BUILDINGS ON EXISTING FOR MECH RMS FOR NEW MECH SYS BUILDING DEPARTMENT USE ONLY ~ ~ `t~cc~rFaru I iW Gis1rli Ghiei I M_1~ MIS R4 J(~_R Walls : Roof : Stories : Residential Units ; No : Plumbing License No : Mechanical License No : Company : Company : Expiration Date : Expiration Date : Approval: Approval: aS Issuetl in axortlance with the provisions set forth in yopur applicalion and is subject to the laws of the State of Colorado and to the Zoning M Builtling Code of Wheat Ridge, Coloredo or any other apphcable ordinances of the Ciry. all expire d(A) the work authorized is not commenced within sinly (80) days from issue date or (6) the builtling authorized is suspentled or r a penotl of 120 days. rpires, a new pertnrt may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in e and specificatlons and any suspension or abandonment has not exceetled one (7) year. It changes are matle or rf suspension or abandonment '1j year, NII fees shall be pai0 for a new permit. ~y manner shall be tlone that will change the naNral flow of water causing a drainage probiem. all notify ihe Building Inspector hventy-FOUr (24) hours in advance tor all inspections antl shall receive written approval on inspection cartl before ~itli ssive phases of the job. a rtnd o ihe approval of drew gs and speci9wtions shall not be construetl to be a permit for, nor an approval of, any violation oF the provisions s or other ordina le or regula[ion. ing Inspector THIS PERMIT VCA~L~ID.O 34 5933 24 HOURS PRIOR TOHNSPECTION G INSPECTOR DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: 4fo.rJoa- douse Property Address : A1643 Wctcksworik QIJ Contractor License No. : Company: MVC. Ser~ic~s L4n OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposetl by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions of record; that all measuremenls shown, antl allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheal Ridge ordinances, or work under this permit. (OWNER)(CONTRACTOR) SIGNED~DATErJ16A~ Description : Rewtwa cxi4iNS /►9-'+; zis~,~ Qoo(-~p J^.:4y . i n Occupancy Walls : BUILDING DEPARTMENT USE ONLY Roof : Stories Phone : bs?- 3704 Phone: 279'696e' Construction Value : L/ SlOCfp ~ Permit Fee : Use Tax : Total : INr4.,l1 M.bryoj 6411Nss " Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company :/r1 yG Servtce., 44-111 Expiration Date : Approval : Expiration Date : Approval : ]g PI#nsR~ired Expiration Date : Approval : (i) This pertnit was issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to the Zoning Regulations antl Builtling Cotle ot Wheat Ridge, Coloratlo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not wmmenced wiWn sixry (60) tlays From issue Uate or (B) the building authorizetl is suspentled or abantlonetl for a penod of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been or will be made in the onginal plans and specifcatlons and any suspension a abantlonment has not eaceeded one (1) yeac If changes are matle or if suspension or aDantlonmenl exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone that wi0 change the natural flow of waler causing a tlrainage probtem. (5) ConVacror shall notiy the Building Inspeclor hvenry-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection cartl before proceetliing with successive phases of the job. (6) The i ance of a permit or the appr9yal of tlrawings antl specifications shall not be construetl to De a permit for, nor an approval of, any violalion of the provisions of t~uilding~btles or any other yyfinance, law. rule or regulalion. Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 15779 W. Ellswordi Dr. Galden, CO 80401 August 1, 1995 Mr. Mike Grafner MVG Services 14818 W. 6th, #4 Golden, CO 80401 Phone (303) 279-8646, Fax (303) 279-8646 Re: Replacement of Roof top equipment at 4643 Wadsworth Blvd. Dear Mike: I have made field visit accompanied by you and looked the building and existing mechanical equipment. The existing roof structure is made of cast in place concrete flat slab system. As per information provided by you, replacement of new equipment and new building enclosure does not add new loads and therefore, according to my opinion, effect the integrity of the structural system. Existing loads: 4,440 lbs New Loads: equipment: 1468 lbs, building enclosure: 1080 lbs. Please call me, if you have any question or need additional infonnation. Sincerely, Hans R. Sachdeva, P.E. I J.8li.t4, . EXIST. EQUIP WT=4440# J ~ NEW EQUIP WT=1468# NEW BUILDING - ENCLOSURE WT=1080# ROOF PLAN 41 40, ~c g/~9SY, c;;:•,,;-~;.~... H S En~-.ineering_ 4643 WADSWORTH BLVD. DATE: 11/1/95 CONSULTING ENGINEERS ROOF TOP EQUIPMENT 15779 W. Elisworth Dr. PROJ. N0. vxxxxxxx Golden, CO 80401 LAKEWOOD, COLORADO Ph (303) 279-8646 DRAWING N0. S1 ~ ~ p 3. . E ° ~ P ~C L • y, a ,o ti P ~ N ~ Z Q f S ~ S b'- Z , (n r P ~ n r 0 ~ a S Z N I , ~ Ly~ j ~y3 ~o a }r X C ~'i :1 N ~ ` T • Fi ^ ° ~p~'. r J i ti 1 % ~ r Z N . ~ V N JO 0 \ y J c R ^ r. + y L 2 i G N t ~ ~ o L ° ~n rv ~S '4 1. o r O % 3p" L + y i ~ t ~ O i 0 P 5 U ~ ~ j G ~ : ~ ~ i~ T ~ f ~ i ro 1 r ob S Z s r ~ I ~ P n pc n j 5 H P o-u 4 t. t d Z Y N T O S y N C u _IfEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1612 ' BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/9/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : RECOVERY FOUNDATION INC THE Property Address : 4643 WADSWORTH BLVD Phone : 657-3700 Contractor License No. : 18433 Company : Beach Electric, Inc. Phone : 295 6660 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,260.00 1 hereby cortiy that the setbadc distances proposed by thia permk epplicadon ere accurate, PertTllt F8E :$31.00 and do not vblate appNCable ordinancea, rules ar regulations ot the Cily of Wheat Ridge or easemords or rostrictiona of record: that a11 measuremeMS shown, arttl allegations covenaMs plan RBVieW Fee : $0.00 , marb aro eccueate; that I heveread and agree to abide by all condttiona printed on thia d thM 1 assume full responsibil'~ty for compliance with the Wheat RWge Buikling li Yi e Use T2X : $18.90 on, an pp ca Code (U.B.C.) end all olMr applieable Wheat Rid e ordman , for work under this pertnk. / 8'S'-~S Total : $49.90 (OWNERHCONTRIICTOR) SIGNED - DATE Description : REWIRE FOR HEATING & OOLING UNITS BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Facpiration Date : Enpiration Date : Expiratfon Date : Approval : Approval : Approval : . (7) Thln pwniit was leeuad in uwrtlsnte with the provialons sel toM in yopur applicetlon arM 4 wWeU lo the lews of the Slate d Cobratlo and to Cn Zonmg r~ukvsom wd ewahq coae os wneec wea caoredo «.ry on,x ,svau~,ia oromaues a the City. (2) Thla pertMl aheN erzWr~d'~ (A) e wak a etl is not commenced wnhin abdy (80) deys trom issue date or (B) the buNdirq sulhaized h susperMed or ab8ndonBE for a pBf~'~otl of 110 tleya. (3) If thro permit explrea, e rrew.psrtnit may be aequired tw a tee M one-nalf the emouM normalN re9u1~. P~~ ~~^Y~ ~"e a will be meEe in the aqtryl p~ana e(y gpecM~a a~ a~ry susoensbn a ebendonment has rat exceeded one (t) Y~r. If c~arqes are mede w M euspentbn a abantlonmeM exceeds aie (1) yaar. M1+~F faee e1Wl ba paitl for a r~ewpe imiL (4) No wonc a am mennm en.n ce arne me~ wia cnan9e Me naWrol flow of weter eauei~g e tltainege proDlem. (S) conwaor shan nwny me eupiahuaq i lwenry-rour (21) ~oun in atlvance ior aN inspeafb~s a~d +hell receive written appioval on inapection cerd betore (8) ~IldGfa mCe~s aK~rv otlix~~e~, ~~ru/e m re9ul~tlone ahatl not be construed to be a P~R for, nw an sPP~el ~am/ vidatbn of Uro Prowarons M Me eu Iding Inspector THIS PERMIT VALID ONLY WiiEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION \ -DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: 11RA000<- N~ut ef- PropertyAddress: 1/3 (A7ADt14 B( VPhoneS7-37erT) Contractor License No. :~11111lw Company: RF4qct-I ~CEc ti?i~ Phone: P/,5;~ 281 - v~ `~'7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurete. and do not violate applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recortl: that all measurements shown, and allegations made are accurate: that I have read and a9ree to abide by all conditions printed on this appliwtion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wa t Ridge ordina s, for work under this permit. (pWNEA((CONTRACTOR) SIGNED DATE ~ =AJ nc rinfinn ~ 1~.. u . Construction Value : lalo o • )F_y Permit Fee : Use Tax : Total : S ........',...,...,~......r~... ~ 1-1- '-i...& Tl.vPc_i.t, uNrPS BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Company: t34;Acr4 CLv t.7 ic i Expiretion Date : Approval: A om"A~it11[4S~ Company : Expiration Date : Approval : j t~equired . .,dl Mechanical License No : Company : Expiration Date : Approval : (i) This permtl was issuetl in accortlance with the prodsions set (orth in yopur application and is subjec[ to the laws of the Slate of Coloratlo and Po ihe Zoning Regulations and euilding Code of Wheat Ridge, Coloratlo or any other applicable ortlinances ot the Ciry. (2) This permit shall expire if (A) the work authonzetl is not wmmencetl within sixry (60) days from issue date or (B) Ihe building authorized is suspentled or abantloned for a periotl ot 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half lhe amount normally repuireQ provideE no changes have been or will be matle in the original plans and specifiwtions and any suspension or abandonmeM has not ezceedetl one (1) yeac If changes are made or i( suspension or abantlonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) Nb work of any manner shall be done that will change the natural Flow of water wusing a tlrainage problem. (5) Con[ractor shall notiy the Builtling Inspector lwenry-bur (24) hours in advance Por all mspections and shall receive written approval on inspection cartl betore proceetliing with successive phases oi Ihe joD. (6) The issuance of a permit or the apOroval of drawin95 and specifcalions shall not be consimetl to be a permit for, nor an approval of, any violation of the provisions of the 6uiltling cotles or any other ortlinance, law. rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION S'1'ftUt;'1'UftAfa ItI:QU1REMEN'1'f BUILDING: ROOF LIVE LOAD WIND VELOCITY - ---j-'_._.~_' x~ #3 S.Y,P,_. ~ - _ _ _ _ _ .FRAMES SPACING. u ~ ~ RAFTERS _ _ _ _ ~ r SIDEWALL STUDS , _ , ~ SIDEWALL STUD STRESS , _ - - COLLAR TIE HEIGHT TO BOTTOM OF TIE ( ~ ,r ~ I 1 ME TAL SIDING. ~ ~ ~ I ~ i i i I I x R00 F AND SIDE WALL I li ~ ~I ! I it ~ I A I 'J - ~3 S,Y,P. _ ; I~ ; FRONT AND END WALLS w ! \ -1 , ~ - ~ ~ ~ I ~ _ _ _ ~ I ~ ROOF INTERIOR NAILS ' ~ ~ ~ ~ ~'I ~i ~ i• ROOF SIDELAP SCREWS i i, i--, ii i ~ C) ~ ROOF END SCREWS ~ I SIDEWALL SCREWS ~ , I ~ ! i ~V ~ { SIDEWALL 5IDELAP SIDEWALL PERIMETER -t-- ~ I . _ . _ :a.. - . . ' ' ~ ENDWALL SCREWS - _ - _ ~...,...~1...,....._. ~ ~ ~ . _ . _ _ a-_ . ~ ~ _ _ ENDWALL STDELAP I 1 1 ENDWALL STDELAP WINDOW i ENDWALL PERIMETER FRONTWALL SCREWS RIDID FRAM FRONT_ _~'OR _ KC KD FRONTWALL SIDELAP _---__E__PE~h_-____ _ . -a BACK_ FOR kD BACh_ FOR KC AUGER ANCHOR N UMBER 8`x 10' 10'x 16' 12 `x 20' 14 `x 20` ~D 40 PSF 40 PSF 40 PSF 40 PSF NOTES: _ . _ _ _ , - . 1. FRAMING SOUTHERN YELL _ I I T. - ~ 1 l !i ~ i ~I 2. NAIL EACH END OF COLT I i 3 #8 AND #12 TEK SCREW, i' ~4 i I ~ ( i , ' ' 4 . EXTEND SIDING T4 MIDI i ' I' i n n 8• INSTALL 1.28 x.035 i i I ~ t i~ I FRAME STUDS AND FROM I I ~ i ~ , i ! 6. METAL SIDING IS CONT7 ~ is 1 7, INSTALL DOUB E FL00 ~ I L R I' bt- 8. BLOCKING AT HOLD DOWI' Sf~~ NOTES r R ~ k ~ i ~ F ME SPAC! ~ ON 2x16 x16 CONCRETI ~ ~ ~ n I'~ 9, INSTALL 1/2 PLYWOOD ~ ! r ~ r THAN 20 6 0 2 SPACI6 i lO.SCREW5 TO BE INSTALL): i i ~ i 'i, ~ I' I' ~ DIRECTLY ADJACEN I I i I T TO ~ 11.AUGER ANCHORS TO BE 3 I I I i, ~ ~ J 9~:_L ~ ~ I I ~ ~ , ~ , WITH. STRAPS, ~ ~ i '~f i ! ~ i, I ~ i ~ ~ ~ ~ ; _l~.__~_ . ..~__.__i:. i:._ ~ ~a_ _ ~ A WOOD FRAMES I PLAN VIEW 1. THE woOD FR1 .7 _ WITH 20 GAGI - 2xa #2 2xa #2 2xa #2 2xa #2 2" GALV, ROOF NAILS ~ti'! WASHER C~ AC3 CoNNEC7 „ ~ NOTE> 1) FOR 30 PSF LIVELOAD, ROOF RAFTERS SHALL BE AS r sH_ 6 O.C. ALONG ROOF FRAMING , DET 29 GA. STEEL ROOFI~' ~ & ~;IDING AILED FOR 40 PSF LTVELOAD. ~ ~ 2 FOR 20 PSF LIVELOAD ROOF RAFTERS 5f{ALL BE 2x4 3 2• DIAGONAL WOt (APP~.IED dJ~ R,BS RU`;'~~NG TI-I'c ~ ~ # ~_E~ T i LUMDER WITH A MINIMUM ALLOWABLE REPETITIVE BENDING DOOR TO INCF P G H OF THE B~D, (HORIZ,) f STRESS OF 975 PSI FOR THE 8 , 10 , AND 12' FRAMES r ,3. DOUBLE FLOOF r T~ ONLY . J, ,n~ ~ n i~ 3) WINDOW HEADERS Sf{ALL BE 2-2x4 #2 FOR SPANS UP TO INCREASE RIG I r. ~ r n ~ S F ' BUILDING ~y~ ~.,1 4 -0 IN LENGTH AND 2-2x6 #2 FOR SPANS UP TO 6~-0" 1 x 4 ®EAVES r` oETAI~'c" °1, ~ IN LENGTH. PLYWOOD DIA ~ _ " STRP t - ~ ca. ~ EACH SIDE, _ ~ B:'\WORKS\9411.WPS D606 t`~. ~ -lNSTMd. TI~II'~t _ ~ ~fu - ~ _ 1 x 4 3 SYP DOLLAR `F RECD D. t _ - _ _ 4 . THE WOOD _ # ( ) ~ ~ . _ _ FRA - ~ ~ ON EA H ID ~r . iz' ~ C S E OF RAFTER, ~ , T YA _ - -12 x 12 PLYWOOD GUSSE ~ T - . ~ , C (OPTIONAL) ~ t;UftftU~A7EU METAL ROOFIN C~ _ ~ ~ ~ ~ _ ~ i. 29 GAGE AND 26 ~ L x RI~,!D FRA'Y1E tiltb"BFP,,~ I Q FRAME WITH NAT 2-1x4 #3 2-1x4 #3 2-1X4 #3 2-1x4 #3 ~ Q 3 ~ SEE ~I;ART FOR SPACING ~ TOM OF TIE 6'-5" 6'-B" 7-6" 7-7" 1- 3 x 4 20 GA. STEEL TRUSS PLATES ~ ? oNE N ~ 2, SIDE LAP 5CREW WALL 29 GAGE 29 GAGE 29 GAGE 29 GAGE ~ ~ 3~4 SCREWS C~ ~ ~i , ( o EACH ~IOE of eACH R~ETER ~ I~ WALLS 26 GAGE 26 GAGE 26 GAGE 26 GAGE ALLOWABLE FLOOR JOIST ARANGMENTS SIDEBANDS & SKIDS BLOCKED ~ 6 O.C. ALONG r I 3. AT THE REAR PA'. STUDS ~ ? I NAILS 8d @ 6" ed @ 6" 8d @ 6" 8d @ 6" I FLOOR LIVE LOADS - SCREWS SHALL B. ' ~ i SCREWS #8 @ 24" #8 @ 24" #6 @ 24" #8 @ 24" I ~ ~ SECTION. ~ C 1 ~ ~ , WS #12 @ 6" #12 @ 6" #12 @ 6" #12 @ 6" ~ . E FRONT 0 WS #8 @ 6" #8 @ 6" #8 @ 6" #8 @ 6" UNIT WIDTH GRADE & JOIST 50 P5F 100 PSF 125 PSF SHALL BE ADDED C i LAP #8 @ 12" #8 @ 12" #8 @ 12" #8 @ 12" ~ 5PECIES SPACING S17F ~i~~ c~~~ ! V/C~mL+2f _ Y i n a n u n T • ^ ) SHAL N LH O.E. E z SEE SCHEDULE r OR llt ~ NSTA, ~ THE NARROW SEC'. DOWN STRAPS AND DETAILS ! I DETAIL •A' C 5, AROUND THE PER: ~ PLY''~d00D Dr CKING AT THE ROOF GAl ii ._~t - - - - - - - - . _ 6. THE ME A T L DECK ~ f+-LOOK JOISTS 1. - . ~ AND SIDE OF THE _ 3 x 6 CLA TREATED SKIDS ~ i 1____~__ L- _ ~ 7 . THE ROOF DECKIP I _ ' i ~ 0. C. WITH SCR F E SCREWS ALONG BLOCKING ~ 6' MAX (D)-~ ~,9L~)CKING ~ WOOD FRAME. ~ q` SAX. C SID BANDS ( ) ~ ~ ~ TIE DOWN TIE. DOWN ' 8. THE SIDING SHAI Sh,C_1'IO~;___.__. JOIST WITH #12 ! - - ry I " HOLD DOWN N ])I~ j'~'~IL, A CNORS i _ _ _ _ _ _ 1. HOLD DOWN ANCHt BUILDING AND Al - _ - - - - _ . _ THE HOLD DOWN ~ _ _ _ _ _ _ , BUILDING TO SE( I w ~r I Ac3 ~ 2. META L STRAPS Sf _ MANUFACTURE~5 F ~-A5A FRAMING I _ f I ANCHOR trn. ~ SHALI ~ 3. TIE DOWNS I I' LONG SIDE OF Z ~ ~ + ~ TIE DOWNS - ,T WITH i SSG ~IUN_A-A ~ ~ AT7ACH ~ x a ~ EAVFS _ ~ W~ 2-i6d NAILa I I F BLOCKING AND SKID SUPPOA r.-, i I i f+'~ ~ ~ I i'.','.' 1. THE CORNERS 0 F ( I ` ~ , ~ , CON ~ ~ ~ CRETE BLOCK 1 ~ _ , ~ SIMILAR SUPPORT i , I ~ 2 1 x 20 GA. STEEL TRUSS PLATES ; , ,oNE oN EACH SIDE of EACH stun) THE HOLD DOWN C .f ~ ~ 1 ~ INTO THE GROUND ~ i I 2, THE 6" DEEP SKT ~ J A A i oNE sI~~~R METAL A5A NCRETE PADS L a . dr ONE SILVER META L AC3 , . FRAMING ANCHORS ~ ~ ~ 'METAL STRAPPING2 ( i . ~ OP EACH STUD ~ ! ( ` e ,r"' 'R.. _ of _ _ _ - _ I ~ 1., METAL STRAPPING _ _ _ _ _ EC 3/a' scREw ~ ~ ~ BASE OF ALL FItAI ~ I ~ STRAPPING a FROM , ~ ~ 1 _ ~RFEtlT~+D svma~►.teT~ ti ~~a4:ii\ YIl 46 41 AN Li j1 i AV nvLU UVWn AlYt;nVX* v ma mvivem/ISm ovOUMAo LUMBER 7uio219=5 REM= J0IX 1m 90 MPH RIGID FRAME PEAK i1 I $ mm ~w4 (aoxo) rut fir PAVM W j 1. BUILDINGS LONGEI A DWJUMPAUVWr naob wmo Ma e• e o 4 r o io u u CNGS LONGER THAN 24' SHALL HAVE A 1/2" PLYWOOD DIAPHRAGM ® ran,acmon rn rrraAs -r-1--TT-t'-r--7---r--r I 2 x 6 SiDEBAND INSTALLS ~ „ D AROUNI DETAIL A TIE DOWN STRAP „ SHALL BE BLOCKEI DETAIL F3 r FRAMING. INTER: MAXIMUM SPACING _ -_v.- LAG BOLTS AT 6"t T" B;\WORKS\9111C D601 1 i INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO`303j23"5933 7500 WEST 29th AVENUE ~ t~59 INSPECTION RECORD IOBADDRESS 4643 Wadsworth Blvd. BUILDING PERMIT NO.~- M94#19448 DATE ISSUED 6/2$/94 TYPE oCCUPANCY OWNER AranahnP Hnvice CONTRACTOR Brothers Redevelopment, Inc., 1111 Osage Street #210, Denver, CO 80204 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL,ABOVE HAS BEEN SIGNED Rou h Electrical r L C.~ Rou h Plumbin W 7 ~~4 AirTest Gas Pi in Rou h Heatin & Ventilation (anove must de slpnetl prior to iramino insoection) Framin Insulation D wall nailin 0" , - j ' 4lz' / Roofin Fefri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures Heatin BVentilation 7 Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER yyj P9U yY1~r~~s 1), 0 INSPECTION TICKET JOB c~~ ADDRESS C7 DATE: BLDG. ~ RMITM PERMIT# / BLDG. CONTR.~~~~~'Z-~~~'~"~ ~ SUBCONTRACTOR ~ DATE INSP. REQ. '-7 / E - ~ y f' TYPE OF INSR ~f r lj ' C<*ea~ INSPECTION MADE REMARKS ~ INSPECTION tICKET JOB ADDRESS ~ ~ ` J C""-, ) 0.t~6 LIIA DATE: ~--BLDG. PERMIT# PERMIT# ~ BLDG. CONTR. (~C''~b- SUBCONTRACTOR DATE INSP. RED• TYPE OF INSP. ^C- ` INSPECTION MADE- eol" REMARKS W.R. FORM &19 ✓ INSPECTION TICKET JOB DORESS w/ 0-~~ 7v ~ DATE: ~ BLDG. PERMITA PERMIT# ~l BLDG. CONTR. cPiL SUBCONTRACTOR DATE INSP. REQ. O" / TYPE OF INSR INSPECTION MADE C REMARKS INSPECTION 71CKET JoB ADDRESS ~/~19~F 9 ~yk ~ DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. R&C 4") INSPECTION MADE REMARKS ~ ~ W.R. FORM &19 / r INSPECTION 71CKET JOB ADDRESS DATE: BLDG. ERM TM PERM ITN BLDG. CONTR. % SUBCONTRACTOR DATE INSP. REQ. ~I 7 TYPE OF INSP. INSPECTION MADE REMARKS C W.R. FORM 619 ~ INTRUDUCED AY CO[RdCILNEMBER VANCE_EDWARDS COUNCIL BILL NO. 3 Ordinance No. 89: Serisa of 1992 TITLB: AN ORDINANCB AItENDING THE 20NING CODE OF THE C?'TY OF WHEAT RIDGE BY ADDING A DEFINITION OF CONFINEMEN': FACILITY, 112tp SY DECLARING THE USE OF PROPEP.TY AS A CONFINEMENT FACILITY TO BE A PROHIBITEO USE WITHIN ANY 20N6 DISTRICT tiITHIN TNE CITY OF WHEAT RIDGE, EXCEPT FOR ANY HOLDING F/1CILITY OPERATED AND CONTROLLRD EXCLUSIVEi,1' 8Y THE iIHEAT RIDGE POLZCE DEPARTMENT. BE IT ORDAINED BY THE CITY COUNCIL OF THE %:ITY OF WHEAT T?IPG", COLORADO, 17W.2': Saction 1, Section 26-5, Uefinitions, of the Code oP Laws of the City of Wheat Ridge ia heraby amended by adding theretc tt» followinq proviaion: "COnfinement facility" means a publiciy or privately owned or opereted facility or building utilfzed for the short-tc-:- or long-term confinement, incarcerntion, or holding of persor.s upon order of any law eniarceoent entity, court of crrpe+ - juiiWietion, or the Colorsdo Depaztment of Ccrrections. Confinwawnt facilitiea shall include, without linitation, jai's prisors, corractional institutions half-way houses, and anp cti:er aimilar facility. Confinement facilities shnll not inclu:9e ruidsncss to vhich an individual is confined pursuant electtonic detsction, qroup hores otherwise authorized t} thc City's Eoning Code to vhiCh juvanile offenders are sentenced, ar,i residtntial tlreatment faCilities which are otherwise perr, - wfthin tha City. Excep,. for any holdinq tiacilities which are , ra-,• of a buildinq owned or utilized by the City of Wheat Ri,9 which are contrelled and utilized =)1e1•,, and exclusivcl} l, wheat Ridqe Police Dapartnent, confinement taciliti,s i:- , prohibited use within any zone district within the Citv o• Ridqe. Confinement faciliries are htret,y e:xpressly exc~l,Ic', r- the definitions of public bcildii.rr.;use, public fa . qovernmer.tal buildi•io, or guasi-gove nr cntal buildinca a_ r phrases variously cppear in tt;', Ch,pte: 26. Section 2. Severabilit, IE any clause, sc-r, , paraqtaph, or parC o: this ar3ir.ance cr application thc: any person oL' circur,L*~ances shall :,r ,,n} reason be adji.:iqc: carurt of Competent iuriadict+on irvaliri, such judq^ent sha.: affect applicatien t:) other personr=• or circunstances. sS.$.c t k2n.j~ ` ai.4~1` u~~,, ("y C"uncil hercbN izna., c~R+~,E`CR!~Il@S~ 8TI"j C~f.';3_r~„ Ll..tt' (}'.S prfjlllalC_t' 18 pS'OIT33!qBtE,'c7 :~~±-•1u qenetal P i<<- Ci.tu o: wheat Ridqe, that PY`o;ui.q~tr:1 f;tz the health, :;af>t}, and o;elfarP af' the public, a, ~ra; th orltir~a^cF 4, recnce;ary for 'PZe pxcser!ation of h0a4t. a h 1~ trrtect>>n ot puhiic .,_;rveniP7.•e and weiie,c-,•. he, r'ity C;uncil fu-ther dc~:rmi; N~ ^t:3t the ordsnanc~e a tettijf ion tc tho r-roporty leg;clat.:ivc A iM% t, souqht Yo ' ained. *i:(A.,LQf1_9. This ordinance shall become effective " day(s) after final publication. INTRODG'CED, kFAD, AND ADOPTFD on first readinq by a. 8 to i0 on this lOth_ day of Februarr or.dered published ir 'ull in a newspaper of qeneral c'.rcula'i the City of fr'heat Ftidqe and Public Hearing and consi0,,i-at final passaqe set for Monday, March 9 , i<~9 a* ?:30 o'clock p s., in the Council ct,ambers, 7500 wesi 29th Avonue, Wheac Ridqe, Colorado. RF.AD, AUOPTED, AND ORD"~D PC`ALIS}'ED on secor,d and ' n rnadinc hy a vo'e rf b ' _ t`. 2 this 9th '4 ' c` - SIGNt,U i,}- the }'i,.,r on Yhis ' tlay of Ma Ray J. N~ir(ier, Jr.', Nmy..r ATTEST: i taanda sang, City Ck' rk V APPRG', ED d!S TO FORM BY OFFZC, 0'= _ITY-RT2'9RNEY A.p Citv~Yorney_. : st Pubiicatior.: .i P,sblication: ;gg, ea+- Ridge Sen'.i;ie;: !'e::r,_ive Date: z, 199-, ~ , INSPECTIONS WILL NOT BE MADE UNLESS TNis tAAS IS pOSTED ON TuE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT .RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-3933 INSPECTION RECORD JOBADDRESS 4643 Wadsworth Blvd. BUILDING PERMIT N0. M92#18311 DATE ISSUED 7/22/92 TOWNER Arapaho House CONTRACTOR Brothers Redevelopment, Inc. 1111 Osage Street I1210, Denver, CO 80204 SETBACNS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HA~B`EEN SIGNED Rou h Electrical Rou h Plumbin AirTest Gas Pi in Rou h Heatin & Ventilation i..I.,.,,e ...,,n~ hn c:nnnil nrinr tn iraminn insnFMinn) /I Framin-- - V T ~ 4ii Insulation Or wall nailin j Roof i n Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures ~ Heatin 8 Ventilation Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED i . _.~.m _ .~...e._..,..~_ ~.._i ~ ~ ~ _ _ _ _ - ~ ~ 1 I I i ~ f 4 i.' j "r ~ ~ I 6 i i ~ A~,w" ~ ~ I r 't ( 1 m.w i ! ~ i ~ ~ ~ ~ , ~ ii _~__,M l 7 j ~ - - ~ i i ± ~a ~ : ~----n~ _ ~ _ 1 ~ ~ ~ I ~1 r ~ rm~ ~ . ~ ~r I s ;5 i; ~ i ~ a~ I I f ~ ~ r, ~~.r,.__...__._ ~ - ~ ~ ~ ~~a. , ~ , ~ , s . _ ~ ~ f .f a .t~ ~ .J ?l r, ~ i ~ ~ j I t ~ ' ~ 1 1 _ u ~ . ~ - t_. ~ C-~~ ~ J 1...~~ ~ ~ -~~~it~ _ •-rt~3~u'~~r ,=~,.,k...-- d __~sST' _ _3 - j _ ! Y ~ t ~ i ~ z ~ ; ~ ~ ~ e r . ~f ~ ( C i~ i I ~ ~ ~ I { -r i ' ~ ~ lt1 ' ~ `.1 ~ E.L t' ~ ~I i' 1 I ~ u , ~ ~ ,,_1 ~ f. A~.!- ~-v,.a, ~ f ~ _1 / ~ I _ , {c--~~~~ _ } 7Ci~' r j _ w i j_.~.__ i ~ __...__.-_......-~,w___._~_-_.,.v... _.n.~_.,~... _.__._e_ _ ' 4 M k ! M I ~ Fv E~~ L ~ ~ ~ } ~ N ~ i a _ _ _ - - _ .m m_ ~ a~, _ ~ ~ _____I I I ~2 ~ I INiR~~ INT,~I~F_ ~ ~ i E i f ~ ; r _ ! ~ U F s ~ ~ ~ I ~ ~ ! I ~ I~ l ~ ~ ,i 1 I ~ ~ r ~ j ~ i ~ i II ~ ~ I I ~ ~ ~ 1 i r-- ! ! ~ ~ a - I - I f r ~ ~ ~ ~If~ll~;~ ~I ~ _ %1 F' ~ / i i I .Li_'__ _.a._.~.__,._I _..._.,..__..._.___1 i f ~ _ , i - ' 1 a ~ i~ i I " C ( r , t ' ~_1 ! i~k ; ~ ~ I, v ~ ~ROV ~ ~ ~ ED i ! r~. ~ i ~ _ L ~a~~ ~~?Qn~~.1~ , ~ ~ Ofl$ t s C t ~ t r: + - `4 t i a --I i ~ ~ =Dt. i t I i E [ i`..._"~ ~ ~ ~ ~ ~1t@..7~~,2 ( { ~ R~ ~ a ~ I, I I ~ _ _..r.. &i~ned ~•••~••.......Plan Checker yy 3 r-, ~_,a._._~. ~__.n,.._...__.__~. ..h,..w~ __..,~w._._.~..~.... ~.n.~.M .~w_.~_~w r ~____u.._ _~._...._.~..~M~_a~..,~..m nb._.~.. _..~._...~.._.~..__._._u__~~.w~.,._.....~... ~'Vl g---) =N/~, s lI , INSPECTION TICKET ~ JOB ADDRESS DATE:_ O",)I BLDG. PERMITM~i I( PERMIT# BLDG. CONTR. SUBCONTRACTOR ~.t2? DATE INSP. REQ. W I iYPE OF INSP. INSPECTION MADE Z z~ REMARKS 1 INSPECTION TICKET JOB ADDRESS_ ~roy~ wG~-~i'-/J DATE: 7 -/S IVy 9 BLDG. PERMIT# 11~311 /k L %2 5'711( -7 PERMIT# BLDG. CONTR. -o'twv-~ ~ SUBCONTRACTOR DATE INSP. REQ.Lk-v'~Jl TYPE OF INSP. INSPECTION REMARKS W.R.FORM &19 ~ DEPARTMENT OF COMMUNITY OEVELOPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION OIVISION PERMIT N0. M921118311 237-6944 ExT. 255 P.O. BOX 838 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLICATION. FOR MISCELLANEOUS PERMIT JOBADDRESS OWNER ~RA~~,FID~ CONTRACTOR BRD~ T~~D~V~G.D~IY'I~I~2T ADDRESS 4~~~~ y~~~~V~{U{RT~-~ ~LI~D• ADDRESS r l► i o !5Ac Ef5T S U I TE 10 I PNONE ZIP CODE CITY DC--~~ ~ET? ZIP CODE ~OL'OQ- 1 '-,ONTRACT PRICE $ I uyd ~ U PHONE RgZ -F~34 5 LICENSE NO.~~7-6 f. TYPE Giound❑ Wall❑ ProiectinQ❑ Othsr SaDFOCe 2. MATERIAL Tofal Squon F"N . SIGNS 3. ILLUMINATION YOS❑ No❑ Type E4et. Permit No. 4 SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zons_ Approved, Zone Inspsetor (SOKifY whiM is front ) ❑ ❑ ❑ ❑ Dinapprwed 1. TYPE Solido More Than 80% ODSnC] Leu Thon BO% Open FENCES MATERIAL HeipM 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ ADDroved,Zons Impeeta (SDecifv wAleh it }ront) ❑ ❑ ❑ ❑ DieaDGroved _ 1. OTHER 2 13. DRAW : (SET INSPECTION TICKET SHOW DI: DIS7Al' DATE INSP. REQ. Y -;3 U TYPE OF INSP. Lr~ THIS APPL ~ /l IE, GNIN'v DISTANCES FROM PROPERTY LINES. 9CAL; MECHANICAL PERMIT DRK ONLY UPON VALIDATION BV TME BUILDING INSPECTION DIVISION. !F WORK IS NOT STARTED WITHW TMAT TIME. INSPECTION MADE _RMIT MECHANICAL PERMIT E ~ ~ STATE L REMARKS ALUMINLIAIV ' 2ND 3RD 4TM NQ FLEUCkcbdieGai011Ropaw EIeeSolw NO FORCED AIR - BTU TEMPI HOT WATER - BTU ~ NEW : STEAM - BTU ~ CHAN( W FORM 6-19 R AIR CONDITIONING-8TU . . LIGHTI OTHEfi HEATIf REFRIGERATON SYSTEM POWEF Refri arant Goup UTILiT Pounda CMr s FIXTUf DISH WASHER 4UTOMATIC SPRINKIER SYSTEM ica WIRING MOTORS d CONTROLS FLOOR DRAIN LLf7ATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS E E ADDITION TO OLD WORK OTHER T MOTORS OVER I HP TOTAL FIXTURES I hsreby ocknowladqe thot thia opplico- fion is eorreet and undsrstond ihaf I eonnof ftarf fhis project until this appli- cotion if aDOroved. I sholl comply with tha lowf of Ihe Stote of Colorado and lo the Zoninp Requlofions ond Buildinq Code of the City of Wheaf Ridpe. Any violation of the above terme will cause immediate rsvocation of this permit c~Ls~n '!/v~ (J bolimnl, Sio"1un E dos , ADDRESS !p y z) ~j'a-1) BLDG. PERMITtl DATE: PERMIT# J2 BLDG. CONTR. PERMIT FEE ~ a 7 6-~J USE TAX S . $O TOTAL FEE $ vs : gd SUBCONTRACTOR ~ h 'S, AND PROPERTY IINES; ON IRREGULAR LATS, SHOW LEAST ~ SPECIFY NORTH LID UNLE55 RECEIPTED lf `44112,-( FF I G V CHIEF BUILDINGASPECTOR,City of Wheat Ridqe Dafe Issued /1 Z ~ g-2- CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION 237-e944 ExT. 255 P.O. BoX Baa CITY OF WHEAT RIDGE, COLO. VALID CHI JOB ADDRESS CONTRACTOR s e ` ~ L~c -f- i ADDRESS I S-Crp te7 c7 /-1' CITY-!DC~~1e4Z- ZIPCODE PHONE 4a'7 - 34 ?c,y LICENSE NO. PERMIT N0. ME92115047 R AND RECEIPTED BEIOW. LLANEOUS P MIT OWNER ~h.~?~~C'. ~CX1SC. ADORESS74 Lo 4~1) IL) e) a*li PHONE ZIP CODE :ONTRACT PRICE $ ~ ~0e) 1. TYPE Ground❑ Woll❑ Proieclina❑ O1Mr SaDFeee 2. MATERIAL Totol Squan Feet SIGNS 3, ILLUMINATION YGs❑ No❑ TYCs Elal. Permit No. 4 SET BACK FROM PROPERTY LINE N._ S_ E_ W Zons_ Apprwed,2ons lnapseta (Seeeifv which ia f ronf ) ❑ ❑ ❑ ❑ DMOPVOV*d I. TYPE Solido Mae TMn 80% ODan❑ Un T~" enai n"' MATERIAL fENCES 3. SET BACN FROM PROPERTY LINE N_ 5_ E.- M'- (SDecify whieh is tront) ❑ ❑ ❑ 1. OTHER 3. - DRAW SKETCH Oft SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIV (SETBACKS OR PROJECTpNS INCLUDEO) Pl_UMBING PERI BLDG. CONTR. L~ SUBCONTRACTOR DATE INSP. REO. 2 D..U STREET NAME $HOW OISTANCES FROM TFIE MAIN BUIIDING TQADJOINING HOUSES,STREETS, A DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. ApPLICATION FOR PLIXMBING; ELECTRICI PERFO THE THIS APPLICATION~RMIT WIOLMEEK~REM60 DAYS FROMRDATE OFDISSUA CE~~ ELECTRICAL PERMIT STATE IICENSE NO.<te' UMINUM WIRE UNDER S12E 8 IILEI I TEMPORARY METER NEW SERVICE AMPS CHANGE SERVICE-AMPS LIGHTING HEATING WIRING MOTORS 9 STATE LICENSE N0. INSPECTION TICKET D JOB ADDRESS DATE: SI y BLDG. PERMITM `71 U? PERMITM TYPE OF INSP. e INSPECTION MADE Y2- REMARKS ,Z ~t^^a"'~~~ W.R. FORM &19 ! T 91 DRAIN SEWERS REMARKS k-lob PERMIT FEE I Mreby ocknowled9e thaf thia ap0IiCa" tion u correct one underetond Mat I E TAX onnot ttort this Droject until thia oppli- c cation if aDDroved. I sholl complY with TAL FEE fhs low~ of the State o1 Colorado ond to i APPROVE r n0 ths Zoninp Requlations and Build DISAPPROVE Code of the CifY of Wheat Ridqe. Any we l IEF BUILC co violotion of the obovs terma wil immediote revocotion of tnn Oermit NOT VAIID UNLESa r( I& V-9 '7 :2s / / A,~.,Ef 5z 86 ,City of Wheat Ridqe Issued / 2- J--2I " CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS fiT(-;) r~~ INSPECTION TICKET Joe ADDRESS ccJ Cn 0 5;> a DATE: BLDG. PERMITR ~"-5~~ PERMIT# BLDG. CONTR. v SUBCONTRACTOR DATE INSP. REQ TYPE OF INSP. INSPECTION MADE REMARKS O/1 ~ INSPECTION TICKET JOB ADORESS f(." ~~5d DATE: BLDG. PERMITN PERMITM ~p BLDG. CONTR. r SUBCONTRACTOR DATE INSP. REO. TYPE OF INSP. INSPECTION MADE^ % ~O ( Z REMARKS S /1nr-~ Lb W.R. FORM 619 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. MP92#3227 237-6944 Exr. 255 P.O. eox 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN SIGNED BY THE CHIEF BUIIDING INSPECTOR AND RECEIPTED BEL'JW. ~~y3 w a~w APPLICAI-IqN 1=GR MISCELLANEOUS PERMIT JOB ADDRESS T ~ "R^r~ 3 L~t - OWNER L CONTRACTOR 7~oli g-rL.l V L"SYR ?LIICr+'1'1'TCi' I ADDRESS` ADDRESS /~.5~~ ~.t°". ACLL S T•i PHONE ZIP CODE R"oZ3f. CITV ~~~ZV~~ + vOGb ZIP CODE ~'%ONTHAGT PRI(;EyeN G,u J'7SU cme PHONE( 30Y~ 777- a\~(- LICENSE NO. L TVPE Ground Proiectinp❑ 0the, 5 or D Foes I 2. MATERIAL Tatal Squan Fnt $IGN$ 3. ILLUMINATION Yeg❑ No❑ 7ype EIKt. Wrmif No. 4. SET BALK FROM PROPERTY LINE N_ S_ E_ W Zons_ ApproveA, ione Inspecta (SpxifY which is fronl ) LJ (J U U 1. TYPE SolidEl More Thon 80% OpsnO Lest Thcn 80°/a FENCES ? MATERIAL HeipAt 3. SET BACH FROM PROPERTY LINE N_ S_ E_ W (Spacify whieh ia front) ❑ ❑ ❑ OTHER (Z' 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,G (SETBALNS OR PROJECTIONS INCLUDED) S?REET PERMIT FEE USE TAX TOTAL FEE APPROVED SMOW DISTANCES FROM TIIE MAIN BUILDING TUADJOINING HOUSES, STREETS, DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. REMARKS APPLICATION FOR PLUMBING; ELECTRIC THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INqCATED WOF P£RAAIT 4/1LL cXPIRE 60 DAYS FROM DA"(E OF ISSUANCE !F ELECTRICAL PERMIT STATE LICENSE NO. PLUMBIN6 PEI W.R. FOf7M 619 STATE UCENSE NO./ ;.!_C?YafivUaxVmRE JNDEFSIZE @ ILIEGAL FLOOR BSM t5T / iola N0. WATER CLASET ~ TEMPORARY METER WASH BOWL , . NEW SERVICE AMPS BATH TU8 STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONM6-111ITU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Retri sranf Gloup UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Poundt CMr s FIXTURES DISH WASHER AUTOMATIG SPRINKLER SYSTEM WIRING MOTOftS 9 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARI(S 1NJ'~~~ ~~✓ro BJ r ~r< r r 7sgoI /n'an..- ~/>.✓✓c~ ~a 7.. !cx'Jf~~t , I hareby acknowladqe that thia applica- fion is Correct ond undarstond fhaf I eannof sfo.t fAis projecf until ihis oppli- Cation it opOroved. I sholl comply with fAe lows ot the Stole of Colorado ond to fhe 2oninq Requtationa ond Buildinp Code of the City of Wheot Ridpa. Any violofion of the abova terma will couse imm ote ravoevtion of t ia permit. / ~►Ofleant~ 9i0nalur• CHIEF BUILDIN INSPECTION tICKET JOB ADDRESS ✓7~LA-' DATE: BLDG. PERMITB J',:Z~ 7 PERMITN BLDG. SUBCONTRACTOR DATE INSP. REQ. cS `1~ ~ ~I) TYPE OF INSP. INSPECTION MADE NOT VALID UNLE! tl_ft (4,S0 3. " $ City of Wheat Ridge Date Issued_ 7 le- z-- S - 7-S CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS ~ DEPARTMENT OF COMMUNITY DEVEIAPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 EXT. 255 P.O. eox 63e CITY OF WHEAT RIOGE, COLQ THiS PERMIT VAIID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RELEIPTED BELOW. I~1 APP I TIOPJ FOR MISCELLANEOUS RERMIT JOBADDRESS ~ Q r 11 I OWNER ~-1" j-4 ~U} "~"U'SC~' ~ CONTRACTOR C~ e)P G^~~ ADDRESS c~, ADDRES(S ~ ' ~ / O 2S S• , ~ ~ r(~'7i-7 I PHONE ZIP CODE `2~ CITV J''~~~UP4 ZIP CODE 11o ~G IU Y~ONTRACT PRICE $ ~~~•CRJ PHONE 7~p- ~ ygl LICENSEN0.~2.,5-2- ~ 1. TVPE GrowEU WoIIU ProiecfinpLJ 0ther SorDFOee 2. MATERIAI Tolol Squon Feet . $IGNS 3. ILLUMINATION YOs❑ No❑ Typa Elwf Psrmit No. . 4. SET BACK FROM PROPERTY IINE N _ S_ E _ W Zone_ ADDrwed,ZOna Inspsetor (Spaaify which is front) ❑ ❑ ❑ ❑ Disopprovsd 1. TYPE Solido More Thon 80% OpsnO Leu Than 80°/a Opm FENCES MATERIAL 3. SET BACK FROM PROPERTY LINE N _ E _ W_ u•+.•• ~ (Specify whieh ia tront) ❑ ❑ ❑ 1 PECTION TICKET N i I S OTHER . ~ JOB qDDRESS 3. DFAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GMhf (SETBACKS OR PROJECTIONS INCIUDED) ///F~/ DATE: BLDG. PERMITM,-"1 PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 6 - / y TYPE OF INSP. - _4~_' 6-C - y' INSPECTION MADE p(~ STREET NAME SHOW DISTANCES FROM THE M41N BUILDING TUADJOINING MOUSES, STREETS, AND REMARKS DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUkiBWG; ELECTRICAL, THIS APPLICATION WILI BECOME A PERMfT TO PERFORM THE INOICATED WORN q ,'-ERi.11T WII_L EXPIRE 60 DAYS FROM DA"(E OF ISSUANCE 4F W01 1ni c cnene zw ELECTRICAL PERMIT STATE LICENSE NO. 3S2-5- PLUMBING PERMII ✓ STATE UCENSE N0. :rL;14s,fi4ll4@ ~4iS2E UNCER$!2E A Il.L@:GAi_ FLOOR BSM 15T 2N Np, WATER CLASET TEMPORARY METER WASH 80WL i10T NMTER - BTU NEW SERVICE AMPS CHANGE SERVICE-AMPS BATH TUB SNOWER STEAM - BTU AIR CONDITIONIN6-BTU LIGHTING SINN OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUI7S UTILITY(RANGE,DISPOSER,ETC.) FIXTURES WATER HEATER AUTO.WASHER DISH WASHER Refri erant Group Poundf CMrge AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS LNoe .G~~~i a ff,H I I Asreby aeknowlsdQa ihot thia ap0lieo- tion ts tarect ond undarstond thaf I eannot ftart this projeet until thia avvii- cotion ie aDOroveA. I ahall comply with ths lawf oi the State of Colorado and to ihe 2oninq Repulotiona and Buildinq Code offhe Cify of Wheaf Ridpe. Any violotion o he a e te a ill couae immsQlo~ ev ofn o t~ permit. / G A nb SiOnetun PERMIT FEE USE TAX TOTAL FEE „ , I$ APPROVED DISAPPROVED CHIEF BUILDIN N PECTOR,City ~ NOT VALID UNLESS RECEIP ,e,- ~81/3 Ridqe Date Issued 7' q L CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS a ~ bal/'~~ 3 ~ „~f= I ,-7 ~7 l~ 3 , 1-7 ~,l r "(-X ,+.~X , {~~.~F✓~,~,~ fJ / ~ ~ ~ ~s Z~6 INTRODUCED BY COUNCILMEMBER VANCE EDWARDS COUNCZL BILL NO. 3 Ordinance No. 891 Series of 1992 TITLE: AN ORDINANCE AMENDING THE ZONING CODE OF THE CITY OF WHEAT RIDGE By ADDING A DEFINITION OF CONFINEMENT FACILITY, AND BY DECLARING THE USE OF PROPERTY AS A CONFINEMENT FACILITY TO SE A PROHIBITED USE WITHIN ANY ZONE DISTRICT WITHIN THE CITY OF WHEAT RIDGE, EXCEPT FOR ANY HOLDING FACILITY OPERATED AND CONTROLLED EXCLUSIVELY BY THE WHEAT RIDGE POLICE DEPARTMENT. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO, THAT: Section 1. Section 26-5, Definitions, of the Code of Laws of the City of Wheat Ridge is hereby amended by adding thereto the following provision: "Confinement facility" means a publicly or privately / owned or operated facility or building utilized for the short-term or long-term confinement, incarceration, or holding of persons upon order of any law enforcement entity, court of competent jurisdiction, or the Colorado Department of Corrections. Confinement facilities shall include, without limitation, jails, prisons, correctional institutions, half-way houses, and any other similar facility. Confinement facilities shall not include residences to which an individual is confined pursuant to eleetronic detection, group homes otherwise authorized by the City's Zoning Code to which juvenile offenders are sentenced, and residential treatment facilities which are otherwise permitted within the City. Except for any holding facilities which are a part of a building owned or utilized by the City of Wheat Ridge, and which are controlled and utilized solely and exclusively by the Wheat Ridge Police Department, confinement facilities are a prohibited use within any zone district within the City of Wheat Ridge. Confinement facilities are hereby expressly excluded from the definitions of public buildings/use, public facility, goverr,mental building, or quasi-governmental building as those phrases variously appear in this Chapter 26. Section 2. Severabilitv. If any clause, sentence, paragraph, or part af this ordinance or the application thereof to any person or circumstances shall for any reason be adjudged by a court of competent jurisdiction invalid, such judgment shall not affect application to other persons or circumstances. Section 3. Safetv Clause. The City Council hereby finds, determines, and declares that this ordinance is promulgate3 under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public, and that this ordinance is necessary for the preservation of health and safety and for the protection of public convenience and aelfare. The City Council further determines that the ordinance nears a rational relation to the property legislative object souqnt to be attained. Section 4. This ordinance shall become effective 15 day(s) after final publication. INTRODUCED, READ, AND ADOPTED on first reading by a vote of 8 to 0 on this lOth day of Februarv , 1992, ordered published in full in a newspaper of general circulation in the City of Wheat Ridge and Public Hearing and consideration on final passage set for _"onday, March 9 1992 at 7:30 o'clock p.m., in the Council Chambers, 7500 West 29th Avenue, Wheat Ridge, Colorado. READ, ADOPTED, AND ORDERED PUBLISHED on second and final reading by a vote of 6 to 2 this 9th day of March , 1992. SIGNED by the Mayor on this lOth day of March , 1992. 2 Ray J. i, ger, Jr.', Niafyor ATTEST: ~ ~•.1 ~tc~ cG wanda Sang, City C rk APPROVED S FORM By OFFICE , T9RNE E. Hayes, itity ist Publication: February 20, 1992 2nd Publication: March 19, 1992 Wheat Ridge Sentinel: Effective Date: April 3, 1992 ~ (,UO Nj~ n ~ ~scl/7 ~ IT /Yler), 0 Wo ~n EM a WomEN S St-IowJE RS WomENS RFSTRqOrn -z MsNS < ~E$TROOI~'1 J a' Mernt s Z a s,loweRs o 0 , ~ LAUNDRY ~ U o dz ~ o w~ , Lu OC ~ LL s ~ u11-2do (2 P i , f-. . o a- ~ MG~I~ ~ l.o u N G E m ~ ~lC.°/'1 , . ~ - d ~ Q ~ ~ tN, 00 \ %-9 n h . a tlr) ~ \J O~ O ~ ~ ~ N ry ~ nn ~ o- ,Y o~ Po Oll t-% -,L~ 1-n ! ; ~ W, ~ v )i ~ CID z ; X: Lu ~ , • ~ _r ;1:'~ N VN I /1! p/ W a~-►, ~ I 1, ~ \ ~rr - ~ , a I ~ z Q ~ a zO 0O O~» < LL ~ U ~ l1J LL W cj~ LL . •vo/ .4ff/B35FxJ 0 011~20 J a~ r~f .t~asa~ "t'b ~ - ~ ; ~ o9 a -I, Q. , l`~'~' 1 ~ C67 I \ ,>Vl~1J2$ ~ . P ~ ; Nlv gm 7 ~ 0 so/ ua W4 u .........mn.....c+s~ , . 1 0~ W~ w- J~ L( I° ~ u 4 > 4 ~ ~ ~ a \ 0 DEPARTMEMT OF PLANNING AND QEVELOPMENT Building Permit Number : 5487 gUILDtNG tNSFECT{ON DIVISION - 235-2855 CI7Y OF WHEAT RIDGE Date : 7/21/97 7500 WEST 29TH AVENUE , WWE/ET RIDGE, CO 80215 Property Owner : Property Address : 4843 WADSWORTH BLVD Phone : 657-3700 Contractor License No. : 19588 Company : Supersign Phone : 447 1101 OWNEWCONTRACTOR StGNATURE OF UNDERSTANDING AND AGREEMENT I neret3 cart;y thac trress~kd~sncea propoeea~ ay mis pennft appllcaeron areaaurate, ana ~iwe v"' e~ au~ucaab omi,ames, rulma or reipulations of the Clry o1 Wheat Ridge or wvenants, easemenG4 or resMct7onsof record; that all measurements shown, and. allegatbns made sre aceurote, M8t 1 have resd'arn1 aaree to abide bv ell conditions orinted On thb (OWNER)(CONTRACTOR) SIGNEDZ~F(46" Description replace sign Constructlon Value : $1,700.00 Permit Fee : $15.000 Plan Review Fee : $0.00 Use Tax c $20.40 Total: $35.40 EIUILDING DEPARTMEN'f USE ONLY -I' Approval : 3M 7121 /97 Zoning : r-c Appnoval : Approual : Occupancy : Walls SIC : Sq. Ft. : 54 replacment of existing sign face with new can sign. will not disrupt exisUng structure Roof : Stories : Residential Units : Eiectncai License rvo : Company'. Expiration Date : Approval : 0 ~ (1) ReWdetl and (2) This ebandofwtl pamUaMaY - tor (3) uthisparmftezp (5) (6) rIumomg ucense na : Company: mecnamcal Lrcense rvo : Company : Eupiradon Date : 6cpiration Date'. Approval: Approval: 5 axordence with.tfa Pviabrts ast PoNi inyopur appNealion and la aubkclC Me laws oF tli0 SYate of CoWiatloantl to the zaNnp 4COde rn Wheat RWpe, Goloratlo or eny dher appllcaGe oNinances w the f(A) 4rewark auCiaized ta irot convroncetl wlMin saly (90) tlaya ttom lasue date or (B) tlro bWldinp auCVaizetl blwpxMetl or d 130 s. "ceeded a~fk md~any~ I~a+~or erM nrt~nt r as " oiie ree~' n° dre~ngesire~made o~r suapens~«~ atan~aon~ m~enet Nance fw all ~dspeetlan`s aiW shap recaNre wrilten apprwW an inaDeeUOn cerd bMore stiall nM De conatruetl to Ce a DamYt for. nor an aPOrova1 of, enY vblatlon of ihe provisiaw HIS PERMIF VALtD ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECtOR AND MAYOR CALL: 234-5833 24 MOURS PRIOR TO INSPECTION " DEPARTMENT OF PLANNING AND DEVELOPMENT ]BUILDING INSPECTION DIVISION - 235-2855 ` CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date Y/I~11 7 ~ Property Owner : Af-feH NCrb PropertyAddress: 4(pq3 ~Aj?5`^~~-r-H Contractor License No. : ~~L*j Jt,uS C o m p a n y : S J rzol_5t4 /iJ Phone: 657-37D0 Phone : tf tf 7 jlol OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify ihat the setback distances proposed by this pertnit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations ot the Ciry of Wheal Ridge or covenants, easements or reslrictions of record; thal all measurements shown, and allegalions made are accurate; that I have read and agree lo abide by all conditions printed on this application, and that I assume full responsibiht for compliance with the Wheat Ridge Building Code (U.B.C.) a,cul er applicable Whea idg rdina es, f r ork u der lhis pertnil. CNTRTO SIGNED G- ATE% (OWNE1i~)( AC Descriptian : y~ c pz )y6- S -_7 Construction Value : Permit Fee : Plan Review Fee : 1700,00 Use Tax : Total : BUILDING DEPARTMENT USE ONLY ~ Zonl'n~`~ca~n~ts~ -r~z~/R7- SIC: Sq.Ft. APProval:~~1Yr. DA'C.e w wP2, nw-^✓ C'.c.tt ScV•- Zoning : $ZG . e~fatagco ents-~ ws,(~ c~f CCcsvu~rY Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiretion Date : Expiration Date : Approval : Approval : Approval : ( t) iTis peimi~ waa luued In actoAanca vrith lha provisions sel foM in yopur apDliUwn and Is suEjeci to IAe laws ol tne Slate ol Cdaado and to Ue Ionifg Re9ulations arM BuilEing Code of Wheat Ridge, ColonCO or any other applicable oNinances ol Ihe Ciry. (2) TTis pertnil s~all e:pire d(A) Ne work authonzed u not commenc.ed wiNin sixry (60) days Imm issue dale or (B) Ihe EuilCing autAaized is suspenCeO or a0andoned lor a penod ol 120 Oays. (3) If inis pertnit ea0ifes. a new pertnit may Oe acquired ta a lee ol one-Aall the amounl noimalty repuire4 OroviEed no Uan9es have Oeen ar vnll be maEe in Ne oriyinal plans anA specififalions antl any suspension or aEantlonmenllws nol exceede7 ane (1) year. II Uanges are made w il suspensbn or aEandonment exceMS one (1) year, lull (ees snall Oe paiE br a new pertnll. ta) No wvEj~ ol any manner shall De tlane thal will rhange the nalural Oow ol waler wusiag a d2inage pmClem. (51 C tor snall notily t0e Builtlinq Inspecmr twenN-lour (24) houro in a0vance Por all inspectbns anC shall receive wntten a00mva1 on inspec6on wrd belare r iing wiN successive ha3es of the'ob. (6) e i uanx a pemul or t e a0P val o~Erawings anE speciGcations shall not be consWetl lo be a pertnit lor, nar an apptoval ol, any violaGon ol Ne provisions !N IAI ee o y lher inante,law,rule aregulallon. hief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ A~~ RC~ AT ~ uu- O J. a isi- P124 J&W / 11 56, s<</'~ , ~Sx9 2-~ ~ z ~ x v- 2 ~ JLO ~ de- \li Ill ~ ~ ~ ~ ~ J ~ ~ ; . . , , , . ~ , , ~ ~ _.fi. QEPARTMEhIfi OF PLANNING AND DEVELOPMENT Building Permit Number : 5785 BtJILDI1Vt, iN$PECTION DIVISION - 235-2865 CtTY OF WHEAT RIDGE Date : 9/5/97 7500 WEST 29TH AVENUE 11VHEi4'[ RIDGE, CO 80215 Property Owner : Property Address : 4643 WADSWORTH BLVD Phone : 657-3700 Contractor L'icense No. : 18433 Company : Beach Electric, Inc. phone : 295 6660 OYVNER/CON'FRACTOR S1GN147URE OF UNDERSTANDING AND AGREEMENT Construation Velue : $200•04 (OWNER)(CAN7RAGTOR) SICiNEG Descrfption : WIRE KpProval;. Zoning : . Approval: _ APprovai : Occupancy;' Walis Electrical License No : Company : Expiration Date : Approvai : aepulationse~noe~°04oa~ (z)Wnd~wred.8fwWap&~I~M~12( (3).HtlNsDe+rtYtesW!a.airowp (5) ~B) km O «a ry oitlnier~a e~~~orMn noei ~M dre cms aws m n,e stae a caoreao arw a nhe zooino xW . ,a eon,mencea w~m o~ :~bay~ceo) devs r~om ~e.ue aere «(s) mecmbkro wmwdzea is suspendea wr a iee a ono-nerc me amount normalry reawraa, providetl iro dimoes naw been aweh ee macle in u~e i a aba~onmanl has not exoeetlee one (1) Year. R Msn9a ara matls a H suspansbn aabwdonmaM b t~a en~Nrel flow Mweter Ceusln6 e Eralnage pobbm• four (24) hours in aAVance faell ~nspacdons and ahap recelve wrMlan epprovel on InsPeclbn cwd batore i 8fltl HOOGIICB110118 ShBI{ flot b8 COf18W0010 E8 9 Pamitt Mf. Iqr 8118pp[OYBl OF, anY VIW8tlOf10(ti1! ProVI8bI18 J hief Buiiding InspecWra~- THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDINC3INSPECTOR AND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION Pertnit Fee : 525.00 Plan Review Fee : $0.00 Use Tax : $2.40 Total: $27.40 SIGN IN FRONT OF BLDG BUILDING DEPARTMENT USE ONLY SIC : Sq: Ft. : Roof : Stories : Residerrtfal Units : Plumbing License No : Mechanicai License No : Company : Company : Expiration Date : Expiration Date : ApprovaL Approval : 0 9 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buiiding Permit Number : Date : Property Owner :,4 1249 A~~ P ~1~0U. S-C' Property Address : 4(~ 3 Cti ~~S Contractor License No. : Company: g,~114 e'LkF7'R,c /n)c_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this pertnit applicalion are accurate, and do noi violate applicable ordinances, rules or regulalions o( the City of Wheat Ridge or covenants, easements or reslrictions of record: that all measurements shown, and allegalions made are accurate; that I have read and agree to abide by all conditions printed on this applicalion, and that I assume full responsibiLty for compliance with the VJheat Ridge Building Code (LL,B.C.) and all other applicable Wheat Rid e ordinance for work under this pertnit. (OWfdER}(CONTRACTOR) SIGNED ~ e,,e- DATE Phone: & i~Af PI1 Phone : .9 6 ) -O (~'7 ~ .3c;5'-- b~L ep Construction Value : Permit Fee : Plan Review Fee : Use Tax : a0o _ Total : Description: ~r jZQ Ou'~'s,'C JryFJ r'&%~ ~ F' 13LcQ~ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zo nin~jiCo~TiiYn~Ffts-9 Approval: Zoning : 8u1ltl ni g'Co_ eo Approval : P,iitil t'ci_WbPKS'Co~?s'1 Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : 86-441 N~~'~` Company : Company : Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: im &PIan3RR~Ui~f1~l in liP,I3ff9!RSg~iPBq~ n ~I~f134R~qUi~BC~ (7) lTis permit was Issuetl in accordance with the provisions set lorth in yopur applicaUon anO Is suD'ect lo the Wws ol the SUIe ol CobraEO and lo the Zoning Regulations an0 Buildiny Code o/ NTeat f3idge, Colo2tlo ot any other apPliw0le orEinaMes ol ~e City. (2) This pertnll shall expire A(A) the vrork authonzed is not commenced wiNin si:N (60) Eays fmm issue Eale or (B) the building authorized Is suspenAed or abandoneE lor a penod ot 120 tlays. (7) II this pem+fl ezpires, a new pertnd may De acquired for a fee of one•hatl Ihe artrount nortnatly re7uired, provided no changes have Eeen or vnll be made m the onginal Olans anE 5penficatians anC any suspension ar abandonmenl has nol exceeCcd One (7) year. If Uanges are made w il suzpension ar a0andonmenl ezceeEs one (7) year, lull lees snall Ee paiE /or a new permit. (4) No work of any manner shall be Eone that will Uange the nalural 0ow of water wusing a Erainage problem. (5) Contrador sAall noliry the BuilCing Inspector twenry-lour (24) hours in advance br all inspeclans antl shall receive written approval on inspeclion wrd Ee~ore p71ro~ce~$dunng wiln successive pnases ol lne 1ob. (6) Vie buJEl~n oq~Eodes oriany othepord ancea aw~nr9ule or d regula fUOn4ons shall nol be consWed to Oe a pertnd for, nor an aDProval W. any violaGOn o1 the proviswns ol Inspector For Mayor THIS PERMIT VALID O ALL W 34 5933 24 HOURS PRIOIR TO INSPE TION ECTOR AND MAYOR NUMBSR: 6.30 SFFECTIVE DATfi: JULY 1991 SUBJECT: DETO%IFICATION PLACfiMENTS STATE ACCREDITATION REFERSNCE: 6.30.01 PURPOSE The purpose of this directive is to provide guidelines on the authority and responsibilities of police officers when they encounter a person who appears to be intoxicated or incapacitated by alcohol. 6.30.02 AUTHORITY A. Colorado Revised Statutes, Section 25-1-309(1), states, "A person who appears to be intoxicated and to be in need of help may be assisted to his home, an approved public treatment facility, an approved private treatment facility, or other appropriate facilitp by the police or the emergency services patrol". B. Colorado Revised Statutes, Section 25-1-309(2), states, "A person who appears to be incapacitated by alcohol shall be taken into protective custody by the police or the emergency services patrol and forthwith brought to an approved public treatment facility for emergency treatment. If no approved public treatment facility is readily available, he shall be taken to an emergency medical service, or such other facility as may be necessary to protect his health and safety, customarily used for incapacitated persons. If neither an approved public treatment Pacility nor an emergency medical service is available, he may be detained in a jail or similar facility, but only for so long as may be necessary to prevent injury to himself or others or to prevent a breach of the peace". C. Colorado Revised Statutes, Section 25-1-310(1), states,. "An intoxicated person who has threatened or attempted to inflict or inflicted physical harm on another and is likely to inflict physical harm on another unless committed or who is incapacitated by alcohol, may be committed to an approved public treatment facility for emergency treatment." 6.30.03 POLICY A. It shall be the policy of the Wheat Ridge Police Department for officers to exercise concern for the well-being of persons that they encounter that appear intoxicated, incapacitated by alcohol, or a danger to themselves or others as a result of alcohol consumption. 6.30.04 OPTIONS A. Officers shall use good judgement and be able td articulate their reasoning in the release of an ~ intoxicated person. The type of release shall be dictated by the circumstances, apparent degree of intoxication, and perceived potential for additional danger. 1. The ofYicer may release the person to a responsible sober adult. 2. The oYficer may place the person in a detoxification center or medical Pacility. 3. The officer may transport the person to Jefferson County Jail in adherence with their current policy. 4. Anq other dispositions approval. shall require supervisory 6.30.05 MEDICAL ATTENTION A. Officers shall use good judgement in assessing the medical condition of intoxicated persons and be aware oP the potential inability to rely on the opinion of the individual. B. If the intoxicated person complains of an injury sustained during the custody, the officer shall have the individusl appropriately checked by medical personnel. DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WES729thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. Mp94#3708 234-5933 P.O. eoxs3e CITY OF wHEAT RIDGE, COLO. THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CNIEF BUILDING INSPECTOR AND RELEIPTEDBELOW. APPIICATION FOR MISCELLANEOUS PERMIT OWNER JOB ADDRESS ~J / -~--~•--r-~~-~9~ CONTRACTOR T/.SsA eADDRESS ~55~C: o 4 ADDRESS PHONE E S 7- 32c'- ZIP CODE CITY C'^ - ZIP CODE _4°'/~ CONTRACT PRICE $ ~.lT r F' PHONE 7 s a ~ 1. TVPE GroundLJ 2. MATERIAL SIGNS 3 ILLUMINATION Yss❑ No 4 SET BACK FROM PROPERTY LINE (SOatily whicA is Ironf ) FENCES LICENSE NO. TYD°' N_ I. ?YPE Solido Mors Than 80% MATERIAL 3. SET BACK FROM PROPERTY LINE (SDeafy which ia tront) N_ S_ E_ W_ ❑ ❑ ❑ ~ OTHER 12. 3 DATE: BLDG. PERMITM 170 PERMITB BLDG. CONTR. DRAW SKETCH OFt SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVih (SETBACNS OR PROJECT10N5 INCLUDED) SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. ~ INSPECTION MADE ~ Il' ( REMARKS STREET NAME SHOW DISTANCES FROM THE M41N BUILDING TQADJOINING HOUSES, STREETS, AN DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. W.R. FORM &19 ~ APPLICATION FOR PLUMBING; ELECTRICA THISAPPLICATIONWILLBECOMEAPERMITTOPERFORMTHEINDICATEDWORKL-...•..,..,.....,,...,...,.•.~~-.--•••~.•- -^~••-•••°'~'•..,T wii i cvoiuF tm nAVS FPOM THE DATE OF ISSUANCE IF WORK IS NOT STANTED WITHIN THAT TIME ~ ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE NO. STA7E UCENSE NO / Q.:,/ ALUM INUM WIRE UNDER SIZE 8 IILEGAL F100R BSM I ST 2ND 3RD 4TH N0. Elee Sda ~ ~ aI ~ ~ WATER CLASET 8 F RCED A TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-QMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER GARBAGE DISP REFRIGERATION S`ISTEM HEATING POWER SUB-GFCUITS Wl+TER HEf+TER Refri eranf G~Ou UTILITY(RANGE,DISPO5ER,ETC) AUTO. WASNER Pa+ndf CMr e DiSH WASHER AUTOMATIC SPRINKLER SYSTEM RES TROLS FLOOR DRAIN ELEVATOR URINAL CTFIERS t M SEWERS K OTHER I HP OVER MOTORS TOTAL fl%TURES PERMIT FEE f7 J- ~ I hareby acknowledqe Ma1 this a00lica- p 0 that I t A ~ an tion is eorrect and unders X USE T O- cannot start tnis vroject until rnie avoI'- cotion is apOroved. I shall comply witn TOTAL FEE the lowa of the Sfafe of Colorado and to tha Zoninq Requlnlions and Bwldinq APPROVED DISAPPROVED Code of tne City ot Wneat RieQe. Any se ili GHIEF BUILDING Cityof Wheot Ridqe SPECTOR cou violation of the above terms w , immediate revocation of in,e Oermit - L ~ 1~~,~~ Date Issued F-- ~ ~oVlicanb SiOnamr• Woll❑ Proieclinp❑ OIMr DATE w_ 5 a D Foee 7(a ("7 INSPECTION TICKET _J ' JOB Lns Tha ADDRESS NOT VALID UNLESS REGE 7 CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF GOMMUNITY DEVELOPMENT f 5(f i50oWEST29thAVENUF. BUILDING INSPECTION DIVISION PERMIT NOMF/~ J„ 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN SiGNED BY THE CHIEF BWLDING INSPECTOR AND RECEIPTEDBELOW. APPUCATION FOR MISCELLANEOUS PERMIT Joe nooaESS 4643 :,A113~,oziH q A~L pHOL xoU:~E OWNER CONTRACTOR 3i~1iC?? 1SZ.ZCT'CIC II`-IC ADDRESS _ 8801 L1D3ri, Thornton, CO ADDRESS 2451 S. Hoyt Ct. P(A DV pHONE 657 3700 ZIpCODE $0221 CITY Lakevrood. Co. ZIp CODE 80227 CONTRACT PRICE S ~3S• PHONE 287 0677 LICENSE Nn 618 nnTc 1. TYPE Ground❑ Wall❑ Proleotinp❑ Othsr . SaDFaee 2. MATERIAL Totol SQuare FNt SIGNS 3 ILLUMINATION Yes❑ No❑ TyDa Elect. Permit No. 4. SET BACK FROM PROPERTY IINE N (Spxify whith is fronl ) _ ❑ S_ E ❑ _ W ❑ ❑ Zon•_ Apprwed,ZOno lncpema DisapprOVed 1. TYPE Solido More Than 80% ODenO Less TAOn BO% Open 12' MATERIAL . H i hf FENCES E. SET BACK FROM PROPEFTY LINE N (Specify which is }ronf ) _ ❑ 5_ E ❑ _ W ❑ ❑ o p 2am_ ADDrwed,Zom Inspeetw pisopprowd I. OTHER z 3. DRAW SKETCH pR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTUFE, GIVII:o DISTANCES FROM PROPERTY LINES. (SETBACHS OR PROJECTIONS INCLUDED) ~ SPECIFY NORTN STREET NAME SNOW DISTANCES FROM THE MAIN BUIIDING TQAOJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LcecT DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BI1ILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO.-&a_ PLUM8ING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUTA WIRE UNDER S12E 8 ILLEGAL FLOOR BSM I ST 2N0 3RD 4TH N0. FLEL+CkcleOns Gol ql Ebe Sola NO. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTMER HEATING POWER SUB-LIFCUITS GARBAGE DISP WATER HEATER REFRIGERATION SYSTEM Re}ri eronf Group UTILITY (RANGE, DISPp5ER, ETC ) AUTO. WASHER PouMt CMt s FIXTURES DISH WASHER AUTOMATIC SPRINNLER SYSTEM WIRING MOTORS 8 CONTROLS FI.DOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS r-/R-e ALi~tzlt4 Syctc/x' SNfaL1 CoftNjPC IZPC_~. (s1'c 1 hsreby ocknowledqe that thia applico- fion i6 torroct and underatand thof I Connol ffart this projsct until this ODDli- Cotion if opproved. 1 sholl comply with fAa lows of the Sfote ol Colorado and to the Zoninp Repulalions and Bwldinp Code of the Gty a! Wheai Ridpe. Any violotion of the obove ferme will couse immediate revocotion ol tnis permit PERMIT FEE zZt USE TAX IGg, TOTAL FEE APPROVED DISAPPROVED f . CHIEF BUILDINVINSPECT( City of Wheai Ridqe Date Issued NOT VAIID CALL 234-5933 24 HOURS IN ADVANCE FORINSPECTIONS Xtl 6l.0 r r - . ....,y.r....: . . DEPARTMENT OF ~OMMUNITY DEVELOPMENT 7500WEST29thAVENUE, - 234-5933 P.O.eoX639 BUILDING INSPECTION DIVISION PERMIT NC~. p1J4H19443 ' CITY OF WHEAT RIDGE, COLO r THIS PERMIT VALID ONLY WHEN SIGNE~ BY ThE CHIEF BUILDING INSPECTOR AND RECEIPTEO BEL~JW. I APPLICATION FOR MISCELLANEOUS PERMI7 JOB ADDRESS 4643 Wadswortg Blvd. OWNER Arapahoe House CONTRACTOR IiroChers Redevelopment, Inc. qDDFESS 8801 Lipan Ttiornton, Co. ADDRESS 1111 Osage St. Suite 210 657-3700 ZIPCODE 80221 CITY Uenver PHONE ZIPCODE 80204 53 S1200 892-8345 CONTRACT PRICE $ ~ PHONE SIGNS 1. TYPE GrounA ❑ Woll❑ Proiectinp❑ Olher. 5 u D Fae, 2. MATERIAL Tofal Squon FeH 3. ILLUMINATION Yes❑ No❑ 7yDe Elocl. Permit No. 4. SET BACK FROM PROPERTY LINE N__ S__ E__. W Zono_ A ❑ ❑ VWwM,2on~IntpeNa (SDaeifywhichis front) ❑ ❑ Di~apprwsd 1. TYPE Solid[:] More Than 80% OD~nL_j Less TACn 80% Open FENCES MATERIAL HeIQht 3. SET BACK FROM PROPERTY LINE N_ 5._ E_ W irns_ pppraoO,Zone Inspee1w (Spacify whicAis iront) ❑ ❑ Dieapproved L OTHEF - . r..._..,-c 1 2, 3. I1Rlw Cv cTru ro cunw nrn...~ " _ . W. v i "cn a i nuctrur+e, erv~~G D1ST4NCES FROM PROpERTV LINES. (SETBACKS OR PROJECTpNSINCLUDEO) r+EaR PROPERTY LINE J > J , $ ~ w N i ~ FRONT PROPERTY-UNE STREETNAME SHOW DISTANCES fROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PpOpERTY IINES;ON IRREGULA(t LpTS, SlIOW LEAST DISTANCE TO PROPERTY UNES, NOTMAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PEHFORM THE INDICATED WOflK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PEflMIT WILL EXPIflE 180 DAYS fflOM THE DATE OF ISSl1ANCF iF WnaK K unr creorcn 1uirw.1 rU.r ri- ~ SPECIFY NOPTM ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE UCENSE NO ALU ~ MINUMWIREUNDERSREBILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. Fl1El: CktMQwGoiqlPropdr ENeSd ' WATER CLASET or FORCED AIR - BTU TEMPORARY METEH WASH BOWL NEW SERVICE - AMPS BATH TU8 IqT WATER - BTU CHANGE SERVICE-AMPS SHOWER STEAM - 8TU LIGHTING AIR LONDITIONING-BTU SINK OTMER HEATING GARBAGE DISP REFRIGERATqN SYSTEM POWER SUB-CIFCUITS WATER NEATER UTILITY(RANGE,DISPOSER,ETC) AUTO WASHER qefri erant Grou FIXTURES . DISH WASHER Pounds CAOr • AUTOMATIL SPRINNLER SYSTEM WIRING MOTORS 9 CONTROLS FLOOR DRAIN SIGNS URINAL ELEVATOR TRANSFOHMERS B RECTFIERS SEWERS - ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I AvaEy ocknowlsdqs thol this opplico- fion u oorrocl ond undmtand tnat I cannor ttort tnis vroject until tnis appli- eation is opproved. I sAall comply witA tM lows of Ihe Sta1e of Colorodo ond to Vhe Zuninp Rspulafions anC Bmldinp Code oftAe City ol Wheaf Ridpe. Any viololion ol tAa abeve iermf will tause immediale nvocotion o1 thif permil ~ ~ AOYlieanu lipnalun ~ PERMIT FEE o ✓ uSE TAx TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDING/NSPECTOR,City of Wheat Ridye ~ I . l VALID ~ CALL2345933 24 HOUHS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WES729thnVENUE BUILDING INSPECTION DIVISION PERMIT NO.M94#19448 2345933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS, PERMIT VALID ONLY WNEN SIGNED BY TNE CHiE.F BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 4643 Wadsworth Blvd. CONTRACTOR Brothers Redevelopment, Inc. ADDRESS 1111 Osage St. Suite 210 CITY Denver ZIP CODE 80204 PHONE 892-8345 _ LICENSE NO. NOT VAUD UNLESS RECEIPTED ~G C . / ,r ;,z s t y C- ~6@ 01~.~~8.ad L TYPE Ground❑ Wall❑ ProittlinQ❑ Ofher SorDFOa $IGNS 2. MATERIAL 3 ILLUMINATION Yes❑ No❑ Type Total Spuon FNt Permif No Elwt - . 4. SET BACK FROM PROPERTY LINE N (Speeify which ia front) _ ❑ S_ E ❑ - W ❑ ❑ . Zone_ . Apprwed,2one Inapecta DisopprovsE 1. TYPE SolidO Mora Thon BO% OpenO MATERIAL 2 Less Thon 80% Open Heipht FENCES , 3. SET BACK FROM PROPERTY LINE N (Specify whicA is irant) - _ ❑ S_ E ❑ _ W ❑ ❑ Zms_ ADDraW,Zom InsDxta DisopOroved I . -1-~-✓-- ~s r a OTHER 3 . DRAW SNETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhv DISTANCES FROM PROPERTY LINES. (SET84LK5 OR PROJECTIONS INCLUDED) ~ SPECIFY NORTH IIVN hUFi STREET N4ME SNOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECFiANICAL PERMIT THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS PROM THE DAiE OP ISSl1ANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ALUMINUMWIREUNDERSIZE81lLE6AL FLOOR BSM IST 2ND 3RD 4TH N0. FUE4CircMOrnGof011 ENeSda Np. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CMANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTIN6 SINK OTHER HEATING GARBAGE DISP REFRIGERATpN SYSTEM POWER SUB-GFCUITS UTIl1TY(RANGE,DISPO5ER,ETC) WATER HEA7ER AUTO.WASHER qa}ri sroM Group PounEs CMr e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SVSTEM WIRING MOTORS 6 CONTROLS FIIIOR DRAIN EIEVATOR $IGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES PERMIT FEE e thot this apDlico- kn wled b h p y ac o are I tion ie correct ane undeistand that I li- il hi USE TAX t e app Connot start tAis Drolect unl talion is apOroved. I shall comply with d t TOTAL FEE o the laws of the Stote of Colorado on the Zoninq Requlations and Buildinq AppROVED i Code of the Gty ot wneat Ridqe. any DISAPPROVEDy violotion of the abovs terme win cause CHIEF BUILDING~I immediale revocohon of this Oermit ~ Date Issued_ qpoGCae~. slonnm~. OWNER Arapahoe House ADDRESS 8801 Lipan Thornton, Co. PHONE 657-3700 ZIp CODE $0221 CONTRACT PRICE $ DATE City of Wheat Ridqe CALL 234-5833 24 HOURS IN ADVANCE FOR INSPECTIONS CITY OF WHEAT RIDGE - MEMORANDUM Fro ~ TO Accounting Dept. m Agnes Thoma Subject Refund Date 7/11/94 Approved Date Please refund $452.09 to: Brothers Redevelopment, Inc., 1111 Osage St. Suite 210, Denver, CO 80204. They were issued a permit for interior remodel and included the total price of all work - electrical, plumbing and mechanical, which require separate permits. The breakdown is as follows: Permit £ee: $150.00 Use tax: $302:09 Total: 452.09 A copy of the permit is attached. Thanks. 8801 Lipan Street Thornton, Colorado 80221 (303) 657-3700 FAX(303) 657-3727 Michael W. Kirby, Jr., Ph.D. Ececutive Diredor June 13, 1994 Wheat Ridge Building Department 7500 W.29th Avenue Wheat Ridge, CO 80215-6797 Attention: Glenn Gidley, Director Dear Mr. Gidley; Comprehensive Alcohol and Drug Treahnent Center Serving the Communily Since 1976 I am writing to you in response to concerns that were raised when plans were submitted to your department for renovation work to be performed at 4643 Wadsworth Blvd. The two areas of concern were: • Is there going to be a seclusion room or restraining area? • What is the area identified as Police Room to be used for? Please be assured that 4643 Wadsworth Blvd. is not a detention facility. While there has been discussion in the past about building a seclusion room, Arapahoe House, Inc. has no intentions to do so or to have any type of physical restraints. The area identified as the Police Room is to be used by the police to do their paper work and by program staff to complete breathalizer testing. Please advise if any additional information would be necessary or helpful. Sincerely; David G Murphy Director, Housing and Facilities DGM/bb Board o( Directors Peg Brown Theresa Jacobsen Lynn M. Miller Marcella C. Rapp Kenneth B. Siegel Mary E. Baca Frank Henn David J. Kohlwey Ann Made Mitre Mette T. Riis Elaine Valente Her6 Berger Wetle C. Hyman Mary Krene Nick Nimmo Henry R. "HanM Robinson Shertie M. Wolfi Douglas Garcetl, President Jane Withers M E M O R A N D U M TO: Bob Middaugh, City Administrator FROM' 'Glen Gidley, Director of Planning & Development RE: Arapahoe House - 4343 Wadsworth Slvd. DATE: October 28, 1992 In mid-June of this year Arapahoe House officials asked for a meeting with our police department, city attorney and building officials to discuss plans to relocate the Jefferson County detoxification program to their existing facility located at 4343 Wadsworth Blvd. 2 attended two separate meetings - one with police personnel and one with building officials and our city attorney. After conclusion of the meeting, based upon the information provided in verbal and written form, and after discussions with our city attorney, the mayor and yourself, I issued the attached memorandum. Arapahoe House subsequently requested a building permit to modify the interior spaces to accommodate the proposed use. The permit is still open as the work is not complete. They are awaiting approval of the State Department of Transportation to trench Wadsworth Blvd. in order to access a water line on the east side of the street so that they can install a fire suppression (sprinkler) system required by the building and fire codes. The primary issues that needed a decision by the Zoning Administrator,(myself), was: 1) As a legal nonconforming use, would the detoxification function be materially different from the past functions operated at the facility to the extent that a nonconforming use has been changed or expanded. My decision was that the use did not constitute an expansion of the nonconforming use, nor did it constitute a change from one nonconforming use to another nonconforming use as residential treatment for drug and alcohol abuse is and always has been a function occurring at this Arapahoe House facility. 2) Would the detox facility constitute a"confinement facility" as regulated by Ordinance 891. My decision, with concurrence by our city attorney, was that it does not constitute a confinement facility as it was proposed to be designed and operated. Should you need additional information, you may want to ask Chief Hurst, John Hayes, or Arapahoe House representatives £or input or to be available for questions by city council. GEG:Slw attachment M E M 0 R A N D U M TO: 'Arapahoe House Detox Center file FROM~\Glen Gidley, Director of Planning & Development 1- RE: ~ Detox/Alcohol Rehab Center at approximately 4643 Wadsworth Blvd. DATE: June 26, 1992 It has come to my attention that Arapahoe House, located at 4643 Wadsworth Blvd., is proposed as the site of the Jefferson County Alcohol Detox Center program. The property is zoned Restricted- Commercial and is currently used by Arapahoe House as a residential treatment facility for drug and alcohol abusers, which is a legal nonconforming use. There was concern that the addition of the detox function would constitute a change of use to a"confinement facility", which is specifically prohibited by the zoning ordinance per Ordinance No. 891, series of 1992. Therefore, I met with various members of Arapahoe House organization, the Wheat Ridge police department and the city attorney to obtain additional information regarding the detox center proposal so as to gather facts to make a use determination. Based upon in£ormation gathered during these meetings, including testimony and written documentation, I conciude that the proposed detox center is a permitted use within the context of the continuation of a legal nonconforming use. This facility is not a"confinement facility" as defined by Ordinance No. 891, and therefore will be allowed subject to compliance with all other laws which may apply. 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